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'W'ONLY.
DATE FILED:' ca - ae �0 PERMIT NUMBER: K\ 01B - 00Q
PLAN REVIEW FEE RECEIPT NO.: -Iss ...0
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP; NO.: ...
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
C
St. Lucie County Building and Zoning VA 0 Q--,
SCANNED 2300 Virginia Avenue
0 Ft. Pierce, FL 34982-5652
0 BY 772-462-1553 ID? i cm�- oobo
St. Lucie County
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
61--400,
I . LOCATION/SITE ADDRESS: 6 PALO ALTO
2. S/DNAME: Spanish Lakas I SITE PLAN NAME:
3. PROPERTYTAXID#: -Pa--rt ei 3414 =501 1701 009 ' 0
4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26, Townghip 16s, and'
Ran-P 40F
5. PLAT 6.PAGE TBLOCK 8.LOT
BOOK NO. NO. NO.
9.
10.
11.
12.
13.
14.
16.
PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS k 'Ck
DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
SETBACKS (ACTUAL) FRONT
/BACK: . V-
2 -9 ' � 15'
RIGHT: LEFT:
SIDE SIDE
TYPE OF CONSTRUCTION (Check all appropriate, boxes)
NEW CONSTRUCTION EXPANSION/ADDITION
RESIDENTIAL COMM�RCIAL
OTBER(SPECIFY)
t��
INTERIOR RENOVATION
INDUSTRIAL
DESCRIPTION OF PROPOSED USE: Same
Sq. Ft./CONSTRUCTI6N: 2n75 15. Sq. Ft. I st Floor:
VALUE OF CONSTRUCTION: $ S 1 0 0 0
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to questiou and/or modify the indicated
0
value of construction if it is demonstrated that the submitted fi-ures are not consistent with similar types of construction activities. If the value is $2500 or more, a
0
RIECORDED Notice of Commencement must be submitted with. this application.
SLCCDV Form No.: 001-02
OWNER INFORMATION
NAME:
ADDRESS: --94Q0—S:.
STATE: Ri ZIP 34952
CITY: Port St: 1-11e.-le- email:
PHONE (DAYTIME): (M) 8 7 R - 5 5 13 T FR HE NE AB
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DMFEREN OM T OW R LISTED OVE, PLEASE
FILL IN NAME'AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS: STATE: ZIP
CITY:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
ST. of FL REG./CERT #: C-G 3C-0 15 9 9 . — ST. LUCIE 40� �Ty CERT #: 0 8 19 9 8
BUSINESS NAME: Wynne Development CorPO
QUALIFIERSNAME: mai-thew T-y1P Wynne
ADDRESS: 8000 S- ijql, Suit-g- 402
pnrt__g±____Luri_e STATE: FT, ZIP 34952.
CITY:
email:
PHONE (DAYTIME): (Z7-2) 8 7 8 5 1 -4 FAX NO. -C7-7�
ARCIEVENGINEER:
ADDRESS: 417 racnnut AVe-
CITY: Sti- i a r- t STATE: FL ZIP
PHONE (DAYTIME): (—)
BONDING COMPANY:
ADDRESS:
CITY:
.1 111.- MORTGAGELENDER:
ADDRESS:
CITY:
STATE: ZIP
STATE: ZIP
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notirication
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit 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.
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 ComMENCENMNT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR TIES 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 compliance
with all applicable laws regulating construction and zoning.
T
CONTRACT
OWNER/C0 TRA 'I CT11 SIGNATURE
STATE OF FLORIDA
COUNTYOF St- Lucie
The foregoing instrument W�s acknowledged
f N to, by
before me this.R�� day o
Mnt-_t-bPw Ly-le--WynX401s(��
me or who has produced
(e:Wn:> as identification.
A W"
STATE OF FLORIDA
COUNTY OF - St
The foregoing instrument wa acknowledged
before me this,,Z& day of 20 10by
Matthew T,Yl. ra W�Tnp ho i ersona
me or who has produced
as identification.
_LDW
Signaturof X �ary
Type or Print N a %.Ry P DOROTHY ANN HAMER
Type or Print Name 0 0 DOROTHY ANN HAF14ER
Notary Public - State of Florida Notary Public - State of Florie
�omm. Expires Oct 2, 2012 Commission No. 601�. Expires Oct 2. 201
Commission No. C
commission # DO E127096 'OFF Commission # DO 827096
Bonded Through National Notary Assn limit'O' Bonded Through National Notary As:
NOTE: TWO (2) S A ES ARE REQUIRED. EACH SIGNATURE MUST BE N TIRTZED7 ITA-PPLYIRET-07'"
THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THEF.RONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
'OFF
CE USK ONLY...'"..'-_
SECIION
I
01-4t)
TOWNSHIP
:E!? b
RANGE
Ltc
MAP NO. -
IONING
R[%�5
LAND USE
F_Q I
LOT CVG %
TAZ NO.
LUUL) ZONE
FIRM MAP it
I ST FLR ELV
MAX HGT
ONSI FYPE
1//13
OCCUP TYPE
MAX OCCUP
# OF FLRS
ATER
SEWER
SPRINKLERS
STORMWATER
LOT
OF REC
LOT OF REC after
F
LOT SPLIT
LOT SPLIT
�lcfore 1/90) 1
1/90)
REQUIRED
APPROVED
i ..... ...
j:j
jkDMINST
LIBRARY
PARKS
PERMIT
V,ARIANCE
IMPACTFEE
IMPACTFEE
FEE
EPORT
PUBLIC BLD
HABITABLE
RADON FEE
ODE
IMPACTFEE
AREA
(RADO
§CHOOL
GROSS ROAD
CREDIT
Y
N
TOTAL ROAD
iMPACTFEE
IMPACTFEE,
IMPACTFEE
DUE
Y
N
. . . . . . . . . . . . .
TO TAL
IMPACT FEE
SCHOOL
IMPACTHE
POLICE FEE
FIRE FEE
MISC FEE
TOTAL
POLICE/FIRE
MISC FEES
�DDITIONAL
N
SPECIFY
TOTAL
I
PERMITS
of ALL
REQUIRED
FEES
:%l W.: 7
-_.RE_V_IF,,WS
ZONING -
ZONING-
PLANS
MISC.
VEGETATION.
SEA TURTLE
MANGROVE
4." M Vfflrlli
lull
REVIEWED BY
EXAMING
vq
1TATE
ab
sit..
s oi! s"
2l:
G07�F; nn
17-MAR-2011 06:03 FR0M:S0UTH,,r.M9T 7723446042
TD:4626443
P. 1/1
ra a ve
FM PMDI% PL 34M
7rA-U2-21n fft 772-=4":
. I
CERTI"CATE OF TERM TREATMENT
am -SMULMOR $OIL MUTHRUT
JOB ADMW.- A 7-0
BUILDWCoNTPACMlt.---.-.
PWCOWROLCONTPAMR.- 9ep
.3w ! 5 1
".ST COMMOL UCMIE #L--
We. ft W*P*"* holby wo &at wM hoo powadw " am dwafto candmom fff
wburmi twin In 8=fdwm Vft ft AINhwa of " wwww Pot QX*d Amdww.
squwa ftt if M "MI. 9&2z 0wmX&uwd:
pombp or =kNW.- E,6L
Daft of TnmbwmL- -, 0 -17 — //
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Taw gaftm, Umdfi
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Aft' YAMSWDta gm ol bw&awh. an ftso
sfttobopbww&aw Wow adwals". ms olt,ffftXft&*lh jWWWft
ftd*pd
AM"" ft""0089ft*4 rlWAUW*rpVWAWdfMWM A HWHWI� —.Aftwpso"b"d
MWbpPlp& rMftDW&f9&9ftF4ff=1*AlWW wdnwwsawpbw
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lop's i;am&d 1 0010164wead"aw
opa "Pat mono Nq Phil --ib 904obdd*& Mwobw Ammer
'OL Was *&I* &waft& wplelf
Oft&
CERTIFICATE OF OCCUPANCY
This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the
time of issuance this structure was in compliance with the various ordinances of St. Lucie County
regulating building construction or use. For the following:
� 'Building Permit No. - 1008-0006
Parcel/Folio Nbr: 3414-501-1701-000/9
Lot #
Block:
Subdivision: St Lucie Gardens S/D
Occupancy: Residential - I & 2 family dwellings
Building Address: 6 PALO ALTO LN
Legal Description: ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1 R/W-LESS
RDRS/W- (MAP 34/26N) 277.43 AC) SPANISH LAKES #1
Permit Job CONSTRUCT SINGLE FAMILY RESIDENCDE (REPLACEMENT HOME)
Description GRAND CARLTON GARAGE LEFT, 2,075 SF
Permit Finaled: 03/18/2011
Contractor WYNNE MATTHEW L WYNNE DEVELOPMENT CORP
-8000 S US I STE 402 PORT ST LUCIE, FL 34952 (772) 878-5513
Kenneth Arnold
Building Official
Friday, March 18, 2011
Date Printed
NOTE:
This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that
the applicant will abide by and comply writh all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint
Lucie County pertaining to the erection, construction or remodeling of buildings or structures.
This also certifies that the electrical Ydring and/or equipment, and the plumbing work have been inspected and approved. The issuance of
this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use V'rill
require a new Certificate of Occupancy.
POST IN A CONSPICUOUS PLACE
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To t. Lucie County Date: November 22, 2010
e: S
R 0080006 Lot/Block:
10
Address: 6 EPPaho Alto Lane Project:
The undersigned hereby certifies that insulation has been installed in the above described propertv 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
gid Board
Polystyrene
10ther
Exterior (frame waIls) have been insulated with:
JSpray-on Cellulose
Thickness in inches:
JFiberglass Blankets
Manufacturer:
Rock Wool Blankets
Density:
Aluminum Foil
R-Value:
Polyurethane
Other
2. Ceilings (rear porch) have been insulated with:
Spray -on Cellulose
Thickness in inches:
10.25"
Fiberglass Blankets
Manufacturer:
Owens Corning
Rock Wool Blankets
Density:
X
Fiberglass Blown
R-Value:
111-30
lCellulose Loose Fill
I
10ther
Ceilings (Vaulted/Cathedral) insulated with:
Fiberglass Blankets
Thickness in inches:
10.25"
Fiberglass Loose Fill
Manufacturer:
Owens Corning
Rock Wool
Density:
XIFiberglass
Blown
R-Value:
R-30
Cellulose Loose Fill
I
10ther
3. Interior kneewalls have been insulated with:'
Fiberglass Blankets
Thickness in inches:
Rock Wool
Manufacturer:
Polyurethane
Density:
-Spray-on
Cellulose
R-Value:
I
10ther
4. Ga rage partition walls of A/C living area have
been insulated with:
IRock
Wool Blankets
Thickness in inches:
31/211
XlFiberglass
Blankets
Manufacturer:
Fibe-rtech
Spray -on Cellulose
Density:
Polyurethane
R-Value:
R-11
Other
The following have been insulated:
CBC1254039
Competency #
Wynne Building Corp
Professional Insulators of South Florida, Inc.
General Contract/Builder
Insulation Contractor
By: By:
LEO-
Date: C
St. Lucie County
Building & Zoning Department
2300 Virgini a A venue
Fort Pierce,F1, -44982
772-462-2165
Fax 772-462-0443
Request for 30-Day Temporary Power Release
� ��i
Permit Number:
Prope rty.Ad dress: 6 PALO ALTO
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE
A.14OVE DESCRIBED PROPERTY� FOR APERIOD NOT TO EXCEEqD THIRTY (30) DAYS, FOR
THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN VI�E PARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE H.EREBY
ACKNOWLEDGE AND AGREE AS FOLLOWS.-
J.- "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 abide by all term,,; and conditions
of this agreement, including Building Division Policy, which is incorporated herein by reference.
I All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready f Dr compliance inspection.
4. All requests for an extension beyond 30 days nnist be made in writing to the ]Building Official stating the reason
for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection
has not been approved within 30 dRys. A fee of $100-00 'Ail] be required to lift the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD IJARMLESS, ST. LUCIE COUNTY, AND
THEIR EMPLOYEES FROM ALL LIABILITTE S AND CLAIMS OF ANY TYPE OF NATURE
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION,:INCLUDING
ANYI)AMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POWE N T11E EVENT OF VIOLATION OF THIS AGREEME NT.
A
CONTRACTORSIGNATURt,
,3A�x)
DA
7
DATE,
30-NOV-2010 07:55 FROM:SOUTH C-1-41 7723446042 T10--i626443 P.1/1
4--T. Lair -
COUNTY
F 1 11 11 1 11
2300 V rginia Ave
Fort Rem-% FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: ' 160 9 -,QQ 0 6 JOB AD DRESS:
BUILDER/CONTRACTOR:
7-
PEST CONTROL CONTRACTOR: 5o a -717-1 111�1616111- 41.��
PEST COMOL LICENSE #: -1-73 /./,o -5/,?
We, the undersigned, hereby certlfV that we have pretreated the above described conamctlon for
Subterranean termites In a=rdance with the standards of the National Pest Control Assoclation.
Square feet If area treated: chemicals used: et
Percenti3ge of solution: — - 60_ Total gallons used:
Date of Treatment: fflol-4711d Time of Treatment.-
.Focting
—I' Tmatment
Ret-Treat
—jzD—r(veway,
Treatment
0.
—.K-Other 2�! L70
J---'1'Tmatment
---Re-Treat -
Slab
— 10'Treatment
--Re-Treat
—Peals
—11t Treatment
Re -Treat 4DI/
---Ye"eter 1br 14nal Inspection
Signatui'O-f Ekterfiffnator
Me, ThOr mWtbe a Wm�*tedfarm &r ead� tWwW &wtmentorm-&wtmentaw dw Am mist te. an theA
sftfu be P&W UP AYMAVedw at fte of ead� 1nypmW"CtrftSdWL�WftpeCVW WNWandare hi
#be chalyud
P'"hy 'I COPY fOr ft Pef= ft MWt & Iff4ted to and Vmffiw apy kr ft buMb
.q Pevmlt Am 7he Aulment
C"ftte 5ft11PVyA* Me uw4 Aden* Offfie aAPIkatar, &Leand &&- of h�e- &wmwt slj* k,-aft%
b'm'L'4 dmmlwl wvd, PeMwt cwMntmVW and number ofpftm 4se4 iv est3oft a Mobla ANOW Of
Pn7ft0e &WhWnt Jr Me 5oll d�-emkvl hanfer MeMOd for &OrmAM RfflVWbbn Is used, flm/ ekteiftr &w&mnt s&11
he 4wqPb&-dpnbr to 17fol bu&lng appvval
St Lude COMV mquirm for the final Inspecdon for CO3 a permanent Sticker to be pjawd� an
tha 101OMP604"I 1—� --- -as k- - - - -
SEP-13-2010 19:46 FROM:SOUTH 171179T 7723446042 117:0,� 4626443 P.1/1
Fort Pierce,, Ill. 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCr-ION SOIL TREATMENT
PERmrT JOB ADDRESS:
BUILDER/CONTRACrOR:
PEST CONTROL CONTRACrOR:
PEST CONTROL UCENSE #:-A= mo -�r
/F
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites In a=rdance with the standards of the National Pest Control Association.
Square feet if area treated; 2%&::� z1b
Percentage - tion: J� loz-lr
..,of solu
Date of Treatrhent:
_Footing
Treatment
-Re-Treat
Driveway
-1" Treatment
_Re -Treat
Other
-Vt Treatment
-Re-Treat
Chemicals used: IAUeAIZ,.j�
Total gallons used:
Time of T ea ent: 1pIeD
7C--1.-7r'3 RECEIVED
_L_Slab
-e Treatment SEP 14 20%
-Re-Treat
Pools - public Works
11�t Treatment St. Lucie County, FL
Re -Treat
--Pedmeter for Final Inspection
A& a -
?gnature of Exte6inator
Note., * 7hem must be a completed fam for each Mulred Vwtment or r&-irmbnent and this fonn must be on the job
s2a to be p1deed up by the Inspedor at time of ead� Inspecftn or the sdLedufed InspeMon wfil fail and a re-lasp%don
Me itatyed,
FOC104.2.6 Certir=ie of Probectft Tlwftent for pjt�venfion of termfty. A weather resalantjobsite p*Wng board
shall be provided to retelve dupIkaft TrW&nWt celtiflcates as each mqulmd proledW ftatment Is c=pleied,
providing a copy for the person the permit & ISsued to and anoftr Lvpy for the building permit fi/es� 77ye Treatment
Certftate shall provide the product wed, identify of the applia9w, f1me and dote or fte ttratment slZe loratfon, area
&mted, chemIcal used, parcent conc-enftDon and number of gallons awd, to e5Wbl&h a ven7bble rec-ord of
protecift treatment. if the soll d)Emkvf bai7ftr method for terwdc prevention Is umd, ffnal aytorlar ftatment shall
be completed prfor to final bulldIng approval
St Lucie County requires for the finativispection fbr C0y a Permanent SUcker to be placed an
DUAKUBERGER
engineering & testing, inc.
��il Density Test Report
Project Name:
Project Number:
Client Name:
Attention:
Spanish Lakes Phase I
PSL-09-3011 (10.1)
Wynne Building Corporation
8000 South US 1 #402
Port St. Lucie FL 34953
Matthew Wynne
Address:
Date Tested:
Technician Initials:
Report Date:
Project Manager:
Contact Number:
6 Palo Alto
9/2/2009.
SM
9/3/2009
Dave Youngstrorn
(772) 343-9787
Test
No.
Probe
Depth
(in)
iel T69ts,,..',%
Maximum
Dry Density
(Pei)
Optimum,
Moisture
Dry
Density
(pcf)
Cone
Resistance'
(ts f)
Moisture
M
Minimum
Required
Compaction
(%)
Percent
Maximum
Density
(%)
Test
Results
1
12
107
13
103.9
---
12.2
95
97.1
Pass
2
12
107
13
103.3
---
13.4
95
96.5
Pass
3
12
107
13
103.6
---
13.7
95
96.8
—Pass
Type of Field Density Test: F ASTM D 1556 rv— ASTM D 2922 ASTM D 2937
Minimum Required Compaction Based on: 97 AASHTO T-I 80 (ASTM D 1557) AASHTO T-99 (ASTM D 698)
1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
ltbik� lab:6on Gra e.
oil Elbvafl'O�, id"
Nd_
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 T)ad ffbo'tina subgrade)
Elevation/Depth Referenced to:
Soil T
I
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility BackfiII - Water
6
Utility Backrill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
r— NCVD r'MSL W Other: Inches below top of footing or slab subgrade
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field) ... (1)
St. Lucie County Building Department ... (1),
ig E. Dunkelberger, P
Registration No. 499:
The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15-18011, of the Florida Administrative Code. This report is submitted as the confidential
property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to
subsurface exploration, recommendations or design are expressed by this finn.
Lakeland - Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (1a IJ Progress Report.xis PR 8
C
Pate.
Property Address:
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, IrT, 3498.2
772-462-2165
Fax 772-462-6443
Request for 30-Day Temporary Power Release
6 PALO.-ALTO
Permit Number:
THE UNDERSIGNED HEREBY REQUEST RELE ASE OF E LECTRICAL POWER TO THE
A11OVE'DE SCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRT. y (30)DAYS,.XTOR
THE PURPOSE OF TESTING SYSTEMS AND L, QUIPMENT IN PREPARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HERE13Y
ACKNOWLEDGE AND AGREE AS FOLLOWS:
I - This temporary power release is requested for the abovestated purpose only,
and there will be no occupancy of ally type, other than that permitted by construction
during this time period-
2. As witness by oursignatures, we hereby agree to abide by all terms and conditions
of this agreement, including Building Division Policy, which is incorporated hereiti by reference.
I -
3. All cond' Aions 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 Irnust be made in writing to the Building 01'ricial stating the reason
for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection
has not been approved within 30 day-s- A fee of $100.00 will be required to lift the Stop Work Order.
N
WE HEREBY RELEASE AND AGRE E, TO HOLD HARMLESS,ST. LUCIE COU TY, AND
THEIREMPLOYEES FROM ALL LIABILITIE S AND CLAIMS OF ANY TYPE, OF NATURE
WHICK MAY ARISE NOW OR IN TRE FUTURE OUT OFTHIS TRANSACTION, INCLUDJNG
ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POW9yN THt EVENT OF VIOLATION OF THIS AGREEMENT.
CTORSIGNATURIE
RECEIVEn
SEP 0 3 2010
Public Work-,
St. Lucira County, Fj.
DA
-7
DATE
N
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3500121 --, BOOK 3217 PAGE 2103, Recorded 07/3-,'�?10 at 01:53 PM
j
0
A/,
APTER RECORDINr�RETURN TO:
F
PEWITNUMPER, L '1*11t,..5V,— 1—'—, w hi, wondhw 1"I'.
NOTICE OF COMMENCEMENT
Ile undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice ofcommencement,
1. DESCREPTION OF PRQPERjTy (Legal description and street address) TAX FOLIO NUMBER, 3 414 - 1; 0 1 - 17 01 - 0 0 0 9
Spa n3. s�Bl;t)CK_TRAC'r--LOT------BLDG—UNFr_
SUBDIVISION -Bakes 1
6 PALO ALTO East sgctj20 l,k2WP:giE,34 -nqe 39E
' H d Rg.g
lying-N&W er Road
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. OWNER INFORMA71ON:
h Add— 8000 S.
c. interest in property
d. Name and address offee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
8000 S. USI, Suite 4021 PSL, FL 34952 772-878-9573
S. SURETY'S NAME, ADDRESS AND PHONE NUMBER 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 (1)(3) 7., Florida Statutes: Craig Wardell
NANIE, ADDRESS AND PHONE NUMBER: I Las Casita--- Ft. Piprc-P. Fr. 34951 772-466-1553
8. In addition to himself or herself, Owner designates the following to receive Z Copy of the Lienor's,4otice as provided in Section
7 3 .13 (1)(b), Florida Statutes:
NAhIE, 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
specirmcf) _ _'20—
Matthew Lyle Wynne, Vice-Preaident
Signature of Ownor or Print Name and Provide Signatory's Titlet0frice
Owner's Authorized Ofricer/Director/Partner/Monager
State o f Florida
Countyof St-- Lit ie-
The foregoing instrument was acknowledged before me this a(, By of 20
-B .-Matthew Lyl e Wynne - U-0 C-Ig
y (Name ofperson) (Type of authority ... ti Owner, officer, trustee, attorney in fact)
Fo,Wynne BUilding Corporation
(Name ofparty on behalf Of Whom instrument Was executed) Personally Knowri-izor produced the following type. ofID:
0010THY ANN NAFNER
.1 Flird"
2 . 2012
709
........ .. D
1- Notary PublIC - 818till Of 1`1011611
my Cat
Comm. Expires Grit 2.2012
commission 0 ON827096
e Oyu I/
(Print�d Name ofNotary Public) (Signature of Noo Public) SM Aii
ganded Throqh NMMW " AHIL
y
Under penalties of perjury. I declare that I have read the foregoing and that the facts in r " Els"t
belief (section 92.525, Florida Statutes).
Sign �furenei or Own Wuthorized Officer/Direcior/Partner/Manager who signed above:
By: B y
STATE Or 1:LORIDA
ST. LUM COUNTY
TH! S -l'o CCjjT1F'( Thl AT TtJ 1 S 1 !Z -A
T R'
0 R
Bv:
0
m MMI-Im I Iv mvxr �m a
Plan.Review
2006 INTERNATIONAL
Date-
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CORRECTION LIST
Code
No.
DESCRIPTION
Section
to "iq I AAup Ao V'O da4l— pl(av;j
IC
01/07
CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require afield check or inspection of the installation must be coordinated with the inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5) psf
Roof live load (Table R301.6) psf
Ground snow load psf
Basic wind speed 111W mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2. 1. 1) A-t-eg,
AI;a
Seismic design category (�D
[Figure R301.2(2)] IV I
SDC C&D provisions (R301.2.2)
Pnom Pi ANIMING REOLII EMENTS (R303 through 305)
Weathering area
Frost line depth
Termite -area V
Decay area - V
Winter design temperature
Ice barrier underlayment required Nff-v U
Flood hazards A) /4--
I -
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
(ft2)
Width
Average
ceilina
Minimum
ceilinq
Natural*
light
Natural ventilation*
Living
120
T-0"
T-0"
51-0"
8% floor area
4% floor area
Dining
70
T-0"
T-01'
51-01,
8% floor area
4% floor area
Kitchen
N.A.
N.A.
T-O"
51-0"
8% floor area
4% floor area
Bedroom
70
T-0"
71-01'
51-01'
8% floor area
4% floor area
Bathroom
N.A.
N.A
T-0"
51-0"t
3 square feet
11/2 square feet
S?e Sectipns R303.1 & R303.3 for mechanical ventilation and artificial light
6 _8. over plumbing fixtures.
Required heating (R303.8) Floor surface noncombustible; sloped floor
(R309.3)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
V" Sanitary sewer (Chapter 30)
All W* Private disposal (Appendix 1)
GLAZING (R308)
C�% �_ Identification (R308.1)
Louvered windows or jalousies (R308.2)
_941-�Human impact loads/hazardous locations
(R308.3lR308.4)
Skylights and sloped glazing (R308.6)
GA7S AND CARPORTS (R309)
No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
13/." solid wood doors, 20-minute fire -rated
doors (R309. 1)
Penetrations (R309. 1. 1, R309.1.2)
Garage -dwelling separation; 1/," gypsum
board on garage side, except 5/," 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)
014- Window wells (R310.2)
Al /Ir- Exit balconies (R311.2. 1)
V - Exit access or hallway �: 3' (R311.3)
One exit from each dwelling unit (R311.4.1)
xit door -a (3'0" x 6'8") (R311.4.2)
Landings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise = 73/411; minimum tread = 10" with
1/4'1-11/411 nosing; minimum headroom = 61811
(R311.5)
Landings for stairways; minimum dimension
36" (R311.5.4)
Special stairways (R311.5.8)
Ramp slope (1:12 maximum) (R311.6)
A f/ Ramp landing, minimum 31 x 3'(R311.6.2)
Ramp handrails; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
_AA- Under stair protection (R311.2.2)
A .
Handrails; required on one side of stair, hand-
rail height= 34"to 38"; TypelorTypellgrip
(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; 34'1-36" minimum
guard height (R312.1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
Location and interconnection (R313.2)
V Power source (R313.3)
FOAM PLASTIC (R314)
;a�_Labeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL CEILING F' NISH (R315)
Slame spread (R315. 1)
moke_6eveloped index (R315.2)
INSULATION (R316)
Flame spread (R316. 1)
Smoke -developed index (R316. 1)
V/--Attic (R316.4)
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)
DE�C �YND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319. 1,
R320. 1)
Quality mark (R319.2 and R320. 1. 1)
STE ADDRESS (R321)
bbPremises identification (R321.1)
ACCESS ILITY (R322)
��A'ccessible dwelling units applicable (R322.1)
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)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
7'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)
Footings inSDC 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 = 1/21' di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 71, embedment (R403.1.6, Table
R404.1(2))
Footings adjacent to slopes (R403.1.7)
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 (inches)a
LOAD -BEARING VALUE OF SOIL (P
1,500 2,000 3,000 4,000
ConventionaHight-fram
construction
1 -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 -storL--.
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or f ily grouted masonry
16
1 �1 2
�21
12
E-S170iY
29
12
3-story
42
32 21
16
For Sl: I inch = 25.4 mm, 1 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)] �>! I
Minimum nominal wall thickness [Tables Structural requirements (R407.3)
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - Anchorage (R407.3)
R404.1.1(5)] A) I / #q- Wood columns (minimum 411 square) (R407.3)
V_�Reinforcement size and spacing [Tables A -
R404.1.1(2) - R404.1.1(5)] Steel columns (minimum 3" diameter, standard
weight) (R407.3)
Height above finished grade (R404.1.6)
-.&&sill plate size (R404.3)
r _�
ilating concrete forms (ICF) (R404.4)
ins required if habitable or usable spaces
below grade* (R405)
class (Table R405. 1)
ripproofing if basements are below grade*
nA 11
-Alf A" Waterproofing if high water table* (R406.2)
. -1 -
If uninhabitable, see under -floor space (R408)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (R502. 1)
UNDER -FLOOR SPACE (R408)
N ndf Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
FLOORS (Ch pt r 5)
Bearing (1.511 minimum on wood or metal; 31, on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Slee ing areas, LL = 30 psf
[Table R5027 I (Y)f
Joists Nonslee ing areas, LL = 40 psf
1(y
[Table R502.3. )�
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)
Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
kA-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)
AN -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/,"
gravel or 1/2" crushed stone (R504.2. 1)
Moisture barrier: placed over base course
(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)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
Thickness: 31/211 minimum; Concrete strength
R506. 1)
V____S,upport: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
M/�`Base course: 4" graded with 2" maximum
:Za1g.,gregate (R506.2.2)
V
Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL (R601)
Design (R601.2)
Component and cladding wind loads [T*able
R301 2(2)]
L1zWindo'ws in windbome debris regions
(R301.2.1.2)
W70NSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-1
Exterior walls (R602.3)
tud spacing (R602&2,.!J
J_�r:irterior load -bearing walls (R6,02.4)
nterior nonbearing walls: 211 x 3" at 24" o.c.
2" x 4" flat at 16" o.c. (R602. T - &,J
,::��:Drilling and notching - studs (R602.A� '7
rilling and notching - top plate (R602.2,4
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.21
_Tlin Fireblocking (R602.8)
Cripple walls (R602.9)
Wall bracing method (R602. 10. 1 and
R602.10.3)
if -Wall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
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)
in
WALL CONSTRUCTION (cont'd.)
SHEAT G (R604 and R605)
INSULATING CONCRETE FORM WALL
7'Wood structural panels (R604)
CONSTRUCTION (R611)
0 lk- Particleboard (R605)
General design (R611.1 and R611.2)
MASONRY CONSTRUCTION (R606 - R610)
Type of ICF wall design (R611.3 - R611-5)
Construction requirements (R611.7 - R611-9)
General design (R606)
A7/i!FSDC C and D (R606.12)
CONVENTIONAL CONCRETE WALL CONSTRUCTION
Unit masonry (R607)
(R612)
tj I fi- Design basis (R612. 1)
A)/VMultiple wythe masonry (R608)
W
-
WINDOWS & DOORS (R613)
r
G outed masonry (R609)
AJ f W
General; window sills; performance; testing
�A�a!nd
Glass unit masonry (R610)
labeling (R613.% - R613.3.2
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
0-
iviff- Wood shakes and shingles (R703.5)
A)[M-Plaster material (R702.2)
AJ /& Exterior plaster (R703.6)
Plaster support (R702.2. 1)
Stone & ma sonry veneer (R703.7 & Figure
Gypsum board material (R702.3. 1)
R703.7); Steel angle lintels-411 minimum bear-
ing each end (R703.7.3)
Gypsum board support, application and fas-
A)//I--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 -
horizontal 2.67 feet
Ceramic tile (R702.4)
mum spacing; square
maximum area supported (wind > 30 psf and
AOther finishes (R702.5 and R702.6)
SDC C or D, maximum area = 2 square feet)
(R703.7.4. 1)
EXT6OR WALL COVERING (R703)
Z: Flashing (R703.7.5 and R703.8)
Water -resistive barrier (R703.2)
Exterior insulation finish systems (R703.9)
Wood siding (R703.3)
Fiber cement siding (R703. 10)
Attachment and minimum thickness -(Table
R703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GE7(R801) Lateral support and bridging (R802.8)
. Design (R801.2 and R801.3) A)& Framing of openings (R802.9)
Component and cladding wind loads [Table ood trusses (R802. 10)
R301.2(2)] E Roof tie -down (R802. 11)
ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)]
Fire -retardant -treated wood (R802.1.3) jU 1 14-
fT Without affic storage, LL = 1 Opsf
Framing details (R802.3) With attic storage LL = 20psf
A-) Rafter tie (4' o.c.) (R802.3. 1) Spacing
Collar ties (4' o.c., in upper third of affic) Species
(R802.3. 1) Grade
NfA- Purlins (2" x 4" at 4'o.c. minimum) Span
(Figure R802.5. 1, R802.5. 1) Size
Bearing (R802.6)
Cuffing 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)] STEEL ROOF FRAMING (R804)
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling affached/ceiling not attached
Spacing
Species
Grade
Span
Size
Hc/H,; Adjustmentfactor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
-.,,Allowable spans [Table R503.2. 1. 1 (1)]
Installation (R603.2.3)
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)
W Roof tie -down (R804.4)
RO I POFE TILATION (R806)
1,.r
Ventilation requirements (R806. 1, R806.2,
R806.4)
AT��el!�Ss (R807)
Access requirements (807.1)
INSULATION CLEARANCE (R808)
aile'd, 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)
MATERI S (R904)
7Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
A),,,A -
K_'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)
AYA—Wood shingles (R905.7)
Wood shakes (R905.8)
Built-up roofs (R905.9)
Metal roof panels (R905. 10)
AJIA— 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)
Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
in
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
Construction (Figure R1001. I and Table
R1001. 1)
SDC D reinforcing/anchorage (R1001.3 and
R1001.4)
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 (RI 003)
Construction (Table R1001. 1, R1003.2,
R 1003.3, and Figure R 100 1. 1)
Corbeling (R1003.5)
Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
Wall thickness; �! 41, (R1003. 10)
Flue lining - materiallinstallation (R1003.11 and
R1003.12)
Multiple flues (R1003.13)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17).
Chimney clearance (R1003.18)
ng (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R1004.1)
—6ff—Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1 005)
Listed and labeled (R1005.1)
_AWinstallation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1 006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
V/'QC mpliance; matedal'and equipment
N1101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
__��Building envelope (N1102)
Mechanical systems (NI103)
MECHANICAL (Chapters 12-23)
vl_�
,.-'Appliance labeling (M1302, M1303)
Appliance acce ss (M1305, M1401)
ppliance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
—V/",Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
_61�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)
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)
OZT�ater service location and depth (P2603,
_P,2604)
Sanitary and storm sewer location and depth
11���(P2603, P2604)
Piping support (Table P2605. 1)
Listed plastic materials (P2608)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
A)/A—Pipe sizing (G2413)
I
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
(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-
blies (E3302.2)
isted and labeled materials (E3303)
Service equipment and location (E3501,
E3506) .
i,��Fe'eder requirements and load calculations
(E3604)
Wiring methods (Chapter 37)
Required lighting and receptacle outlets
(E3801, E3803)
'Service size and load calculations (E3502) ' �14 Devices and lighting fixtures (Chapter 39)
1;"1ailable fault current (E3506) Appliance installation (Chapter 40)
S,1,1ystem grounding (E3507) Swimming pools (Chapter 41)
Required branch circuits (E3603) Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
Provisions adopted (R102.5)
AhLCompliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
n I -
Provisions adopted (R102.5) #V/# Compliance with Appendix F verified
I
_10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
W11-Provisions adopted (R102.5) 0 e Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5) NW Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Ifff"--Orovislons adopted (R102.5) —fllkcompliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5)
—�Iecompliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
A) /eprovisions adopted (RI02-5)
- F--
NOTES
Compliance with Appendix K verified
-11-
w
NOTES (cont'd.)
St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynnia DeveloPment Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 6 PALO ALTO
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the' 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.
20,45
ERO�009,416..
Plumbing
Lindguist Plumbing & .'supply Co--
191511
CFC057672
HVAC/
Mechanical
Comfort Con�rol of St.' Lucie
8288
County, Inc.
CACO24379
Roofing
Treasure Coast Roof incr,-LLC
.1-9496.
RC29027087
Gas
PERMIT C" ISSUE DATE:
NUMBER:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BUILDING PE%MIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: C2 0 4� �L-
State of Florida Certification Number (if applicable): -EIR (nn n
�J C_ /e C:�r I C, X-n<
(Company Name -/Individual Name)
have agreed to be the
le C � ric�q I sub -contractor for Idu !q V1 "D, V4
(Type of Trade) (Primary Contractor)
for the project located at 6 PALO ALTO
(Project TIree—tAd—dress 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
g a Change of Contractor notice. (Form: SLCCDV
No..004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORI*GLN.AL SIGNATI [RES ARE REQUIRED
Z
SIGNAT.
I.T NWE DATE
Business Name:
Address:
City/State/Zip.
Phone:
7Z :7a - ��t 4/_ 6,& 6 email:
OFFICE USE ONT,V-
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BUILDING PERMIT
SUB-CONTRACTORAGREEMENT
St. Lucie County Contractor Certification Number: — 19150
State of Florida Certification Number (if applicable): CFC057672
Lindquist Plumbing & Supply Co. have agreed to be the
(Company Name/Individual Name)
Plumbing sub-contractorfor Wynne Develolpment Corp.
(Type of Trade) (Primary Contractor)
for the project located at 6 PALO-ALTO
(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
D
No. 004-00)
BUSINESS QUALIFIER .(Name of the Individual shown on the Contractor's License)
SIGNATURES ARE IZEQUIRED
Robert A. Case 0
SIGNATURE PRINT NAME DATE
Business Name: Lindquist Plumbing & Supply Co.
Address: 3231 oleander Ave.
City/State/Zip: Fort Pierce, FL 34982
Phone: 772-461-1969 email:
OFFICE USE ONLY:
PERIMIT # ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0 BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
H�
State of Florida Certification Number (if applicable): CACO24379
Comfort Control of St. Lucie County, jaAipvc agreed tobe the
(Company Name/Individual Name)
air conditioning sub -contractor for Wynne Development-- Corpo ation
(Type of Trade) (Primary Contractor)
fOT the project located at 6 PALO ALTO
(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
0
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
Barry Zimmerman
PliINTNAME DA-YE
Business Name: Comfort Control of St. Lucie County, inc.
Address: 1501 Biltmore StrOet
Qity/State/Zip: P*ort Saint Lucie, FL 34983
Phone:
772-785-9010 email:
—OFFICE USE OINJLY:
PERMIT # ISSUE E
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 ffappficable): RC29027087
Trpasurp Cnast Rc)nfing., T,T.0 have agreed to be the
(Company Name/Individual Name)
roof ing sub -contractor for Wynne Develolpment Cor
(Type of Trade) (Primary Contractor)
for the project located at 6 PALO ALTO
(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
Brian J_ Maloney
SIGN01-Ulg/ PRINT NAME
Business Name: Treasure Coast Roofing, LLC
Address: 1816SW Biltmore St.
City/State/Zip: Port St- Lucie, FL 34984
Phone: 772-343-8303 email:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANIM AFFIDAVIT
1, the undersigned, am the owner of the following described property: �, PALO ALTO
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID/Legal description/Address)
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 provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew LvIe Wvnne
Property Owner Name
Property Owner Signature Date
STATE OFFLORIDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS 3 DAY OF 20LO-
,__� E
ByMatthew Lyle Wynne WHO I PERSONALLY KNOW TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
4,0W _W,4,FA)z---X
SIGNATURE OF JVTARY TYPE OR PRINT NAME OF NOTARY
(SCAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
DOROTHY ANN ;AFNER
Notary Public - State of Florida
My Comm. Expires Oct 2. 2012
Commission # DO 827096
sn.
Bonded Through National Notary Ass
I — — Wt
��e
W1
MiTek
POWER TO PERFORM.'
RE: M1 1301 - Grand Carlton MiTek 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 affixed 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.
I No.
f
I Seal#
I Truss Name
I Date
� No.
I Seal#
I Truss Name
Date
I 1.
IT3809484
I A5
17/16/010118
IT3809501
JKJ8
7/16/0d10
12
IT3809485
I A6
17/16/010
L3
IT3809486
I A7
17/16/010
14
IT3809487
I A8
17/16/010
15
IT3809488
I A9
17/16/010
16
IT3809489
1A
17/16/010
17
IT3809490
I GRA
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
[15
IT3809498 JR
17/16/0101
116
IT3809499 JJB
17/16/010
117
IT3809500 1KJ7
17/16/0101
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Albani; Thomas
My license renewal date for the state of Florida is February 28, 2011.
NOTE: The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
gomponents shown. The suitability and use of this component
for any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Sec. 2.
�,s - A ...
'16 E N
s \1
X
A� V
0
CC
STATE OF
.00.
0 R N
Ns
FIL Cert. 6634
July 16,2010
Albani, Thomas 1 of 1
Job
Tru s
Truss Type
City
Ply
Grand Carlton
T3809484
M11301
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
—
7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
'O-r
7-8-5 "4 17-0-0 20-4-8
11-1--�000
26-4-0 34-0-0
'n
7-8-5 —1 --15 6-5-12 3-4-�-
5-11-8 7-8-0 1 n
Scale 1:61.3
4.00 F1-2 5X8 M1120=
6 2x3 M1120 11
2x3 M 1120 11
3x6 V!1120:::� 7
US V11120--
2X31VII12OZ- 4 5
8 3x4 M1120--
3
9
2 14
10
7x10 M1120=
3x10 V!1120:5� 13
12 3X6 M]120--
2.00 F1 —2 5X10 M1120= 2x3 M 1120 11
10-6-4 20-4-8
34-0-0
10-6-4 9-10-4
nl-oi 7-8-0
Plate Offsets (X,Y): r2:0-3-11,0-1-8l,flO:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in
(loc) Ildefl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.73
Vert(LL) 0.73
14 >544 360
M1120 249/190
TG-DL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.44
13-14 >277 240
BCLIL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.45
10 n/a n1a
BCDL 10.0
Code FBC2007frPI2002
(Matfix)
Weight: 154 lb
LUMBER BRACING
TOP CHORD 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 micipt 6-14
6-14: 2 X 4 SYP M 30
MiTelk recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
I
Installation quide.
REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max Upifft2=-858(LC 3). 1 0=-858(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368,
9-1 0=-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=-222/275, 6-14=-1 827/3309, 6-13=-342/543, 9-13=-664/551,
9-12=0/252
NOTES
1) Unbalanced roof live loads have been considered for this design.
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 �,S
46'
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.
..........
0 . . N&*-.
E
pisf
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 fo 4t
between bottom
N 39380
the chord and any other members, with BCDIL = I O.Opsf.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityxil'
bearing
surface. =
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=858—_
10=858.
TE
LOAD CASE(S) Standard
0
L Cert. 6634
July 16,201 111
AWARATMG-V-4fij.ks�g.p�et�"d READ NOTES ON TITISARDMMUDEDAUTEK REFERENCE PAGE MI-7473 — 10-US 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 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
fabricator), quality control, storage, delivery, erection and bracing, consult ANSIflPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Informalion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, I'L 33610-4115
Job
Tru s
Truss Type
City
Ply
Grand Carlton
T3809485
M11301
A6
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34082
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:31 2010 Page
8-11-11 9 �0 4 81
L1 14- � —.0 121�4_�
34-0-0
8-11-11 0-1
7-8-0 1-0-0
Scale= 1:62.6
4. 00 F1_2 5x1O M1120�� 5x6 M1120--
5 6
2X3 IV!1120'Z�'
3x6 IV!1120��
3X4 M1120--
4
M M1120--
3
7 8
2 14
6x8 M1120= 13
0 �2
1(;
3x1 0 M 1120-.=: 3X4 M]120=: 12
11 W M1120-- 6
2. 00 F1 _2 5X6 M1120=
2x3 M1120 11
10-6-4 20-4-8
34-0-0
10-6-4 5-4-8
7-8-0
Plate Offsets (X,Y): [2:0-4-4_Edgel, T5:0-5-0,0-2-01, [9:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.97
Vert(LL) 0.69
2-14 >580 360
M1120 249/190
TODIL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.23
2-14 >324 240
BCLIL 0.0
Rep Stress Incr YES
WEI 0.91
Horz(rL) 0.41
9 n/a n/a
BODL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 152 lb
LLMOBER BRACING
TOPCHORD 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) 2m1305/0-8-0, 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=-1329/2512,12-13=-1 107/2171,11-12=-1587/2829,
9-11=-1587/2829
WEBS 4-14=-369/478, 5-14=- 1557/2665, 5-13=-412J277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
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-fise); Lumber
DOL=1.33 plate gdp DOL=1.33
3) Provide adequate drainage to prevent water ponding.
E N
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live toad 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, 'No 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVrP1 1 angle to grain formula. Building designer should verify capacittyv"f
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except t=lb)2= —
0 =lb 2=875=
9=875.
-
LOAD CASE(S) Standard
A,
0 R \'a
/0 N M-
'11811111110'
F FL Cert. 6634
July 16,201
AWARMG-Verifijd�ignparamet�"dRPA NOTES ON MIS AND HXLVDED AffTEKRRFBRENCEPAGB MI-7473 rm 10208 BEFORB USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
W91,
Applicability of design paromenters 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
k'
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 ANSIJTP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 781 N. Lee Skeet, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd,
Tampa, FL 33610-4115
Job
Trus
Truss ype
City
Ply
Grand Carit n
T3809486
M11301
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
8-11-9 30-0 21-0-0
26-4-0 34-0-0 $5-O-Q
8-11-9 _7 8-0-0
5-4-0 7-8-0 '1 -0-d
Scale 1:62.6
4x8 M1120--
4xB M1120--
4.00 F1 _2 4 6
2x3 IV11120,Z�,
3
3x4 M1120--
6
2
7
7)(8 IVIII20=
c?
3xIO M1120:= 10
3X6 M1120--
2.00 [1-2 5x12 M1120=
2x3 M1120 11
10-6-4 20-4-8
34-0-0
10-6-4 7-4-8
7-8-0
Plate Offsets MY): [2:0-4-4_Edgel, [7:0-3-14.0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.77
Vert(LL) 0.66
2-11 >602 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.97
Vert(rL) -1.13
10-11 >355 240
BCLIL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL) 0.41
7 n/a n/a
BCDL 10.0
Code FBC2007ITP12002
(Matrix)
Weight: 146 lb
LUMBER BRACING
TOPCHORD 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.
BOTCHORD 2 X 4 SYP M 30 WEBS
1 Row at mic1pt 4-10
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, 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=-4991/3006,4-5=-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.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
DOL=1.33 DOL=1.33
t%%J11111111111
MWFRS (low-rise); Lumber to
A
plate grip
3) Provide adequate drainage to prevent water poncling.
E IV&
141
4) This truss has been designed for a 10.0 pal 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. 6 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s)
except t=lb)2=890-
plate
7=889.
lo r
L6AD CASE(S) Standard
AN
0
0 R k
ON
FL Cert. 66-
July 16,201
A F7APWM- V-4fijd�igapar—f—s �d READ NOTES ON 7717SAND INCLUDED B97EKRF-FERENCEPAGBMI-7473 r�. 10-US 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 otcomponent Is responsibility of building designer -not truss designer. Bracing shown
is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
WOW
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 BCS] Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Instituite, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss Type
oty
Ply
Grand Carlt n
T3809487
M11301
A8
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
8-11-9 5 11_�4
20-4-8 0-0 3 34-0-0
P, 01 2_._(OT� 1
8-11-9
1 11 _04
4-8-4 2.7--8 1-1.3 7-10-13
Scale 1:62.6
5x6 IVIII20=
2x3MI12011 WOM112Ozz�
3x4 M1120=
4. 00 ri _2
2x3 M1120,�N 4 5
6 7
2X3 Nil 120,�'
8
V
2 13
9
:�o
7)(8 IV11120=
WO IVIII20=z
12 11 3x6 M1120--
2. 00 rl _2
5X12 M1120= 3A M1120=
10-6-4 20-4-8
"_0 34-0-0
L__
10-6-4 9-10-4
2.7-11 11-0-0
Plate Offsets (X,Y): [2:0-4-4_Edgel, [7:0-5-0,0-2-01, rg:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
M1120 249/190
TGDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(TL) -1.21 12-13 >331 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.42 9 n/a n/a.
BCDIL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 151 lb
LLIMBER
BRACING
TOPCHORD 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 Uplfft2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (115) or less except when shown.
TOP CHORD 2-3=-5324/3282, 3-4=-4985/305114-5=-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=-357/48414-13=-933/1546, 5-13=-426/922, 5-12=- 10311734, 7-12=-346/505,
7-11 =-246/432, 8-111 =-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; MWIFFIS (low-rise); Lumber
A.
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This has been designed for bottom live load
live loads.
truss a 10.0 psf chord nonconcurrent with any other
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 f,
between the bottom chord and any other members. 0 3 380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify capacityz)f
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=90
MIZ Z
9=902.
AT E
LOAD CASE(S) Standard
40
Al
FL Cert. 6634
July 16,201
WARAUNG - V�rlfij d�lg. p .. mi— —dRFADAMESONITUSAIM INCLUDED A97EKREFF—REWEPAGEDRI-7473 rev. 10-MBEFORB USE.
Design valid for use only with MiTek connectors. 1his 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 responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
1— - I--
fabricatiom quality control, storage, delivery, erection and bracing, consult ANSI[rPli Quality Criteria, DSE-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
Qty
Ply
Grand Carlton
T3809488
M11301
A9
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek Industries, Inc, Fri Jul 16 14:47:35 2010 Page
-0 9-0-0 15-84 -4 -8
'_0_0 34-0-0 5-0
, 1
9-0-0 4. .4
4--7.1 9-0-0 1 -n-A
1
Scale 1:62.6
7x10 IV!111811-5-� 2x3 M 1120 11
4.00 F1 2 3X6 IVIII20=
7x10 M1118H:Z:
3 4 5
FR -
6
2
7
8
1c;
W4 M1118H=
6
3x10 IVIII20== 10
9 3X6 M1120--
2.00 [1-2 5x12 M1118H=
2X3 M 1120 11
10-6-4 20-4-8 34-0-0
L2
10-6-4 9-10-4 2-L7.� 11' 9-0-0
Plate Offsets (X,Y): 12:0-4-4,Edgel, [3:0-5-0,0-2-01, [6:0-5-0,0-2-01, [7:0-3-14.0-1-81
LOADING (ps�
SPACING 2-0-0
CSI
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TC 0.80
Vert(LL) 0.9310-11
>431 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.56
10-11 >256 240
M1118H 195/188
BOLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(TL) 0.51
7 n/a. n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 141 lb
LUMBER 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 BOT CHORD
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 cluring truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max H=2�92(!_C: 6)
Max Uplift2=-912(LC 3),7=-912(LC4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5295/3305, 3-4=-6342/3918,4-5=-3259/2104, 5-6=-3259/2104, 6-7=-2964/1856
BOTCHORD 2-11=-309515007,10-11=-2849/4602,9-10=-1615/2738,7-9=-1615/2730
WEBS 3-11=-973/1926,4-11=-993/1882,4-10=-1495/1050, 6-10=-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-fise); Lumber
DOL=1.33 plate grip DOL=1.33
tt%J1111111111
3) Provide adequate drainage to prevent water poncling.
4) All plates are MT20 plates unless otherwise indicated.
�,S A.
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
EN
%G &
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
%%V
7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer
should verify capacity :1 No 39380
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.
—
MCC
0 ATE
LOAD CASE(S) Standard
0
%
0 R
%
Ak- 8
FL Cert. 6634
July 16,201
,&WAP-AUNG-V.,Ifyd-ignpar.,.�t—�dRPA N07ES OMMISAND IMLODED WrTF-KREPERENCEPAGEDMI-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 hm designer. Bracing shown
is for lateral individual Additional temporary bracing to Insure stability during construction Is the responsibillity of the
MiTek'
support of web members only.
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
�to
ncat n, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
fob ,
6904 Parke East Blvd.
Safety information available from Tnzs Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, IFIL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809489
911301
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
12-4-13 7-0-0 21-7-3 L7-4-3 34-0-0 0-
E1L10__19 11 �151
0.
5-9-0 17
3� 1 4 4-7-3 6-7-13
Scale 1:59.4
4.00F1_2 4x5 M1120=
6 19
2X3 M1120 11 Is 2X3 M 1120 11
2x3 MI 12011
0_
3X6 MI 12 5
3X6 M1120-- 5 7 SX6 M1120--
3X4 M1120::; 4 8 3x4 M1120--
3
2 10
__2
3x8 M1120= 17 16 15 20 21 14 13 12 3X8 M1120=
2x3 M 1120 11 4x6 M1120= 3x8 M1120= 3x8 M1120= 4x6 M1120= 2x3 M1120 11
12-4-13 21-7-3 7-4-3 34-0-0
1 9-2-7
6-i!13� 1 5-9-0 5.9.0 6-7-13
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in (loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC OA1
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
BOLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16 10 n/a n/a.
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 163 lb
LUMBER 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 directly applied or 5-5-13 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=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.
TOP CHORD 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=-1633/3164,
10-12=-1633/3154
WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-56b/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. tt%11111111111
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E Ns
*This
4) truss has been designed for alive 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, with BCDL = 1 O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2--880 M 3 9 3
10=880,
6) Hanger(s) device(s) be
or other connection shall provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0=-
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 responsibility of others.=
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
441
ATE
COAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate Increase=11.25
OR �9
Uniform Loads (plo - o %
Vert: 1-6=-54, 6-1 1=-54, 2-20=-20, 20-21=-60, 10-21=-20
ON 'L
Concentrated Loads (lb)
Vert: 18=-50(F) 19=-50(F)
FL Cert. 6634
July 16,201(
WARMNG- V�fyd�lgnparamef— =d READ NOTES ON THIS AND INCLUDED W7EKREFFJWKCEPAGBb91-7473 �. 10-WARFORBUSK,
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrt and is for an individual building component.
Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not tr= 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 ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tn-w Plate Institute, 781 N. Lee Street, Suite 312, Aexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
QtY
Ply
Grand Carlton
T3809490
mi�301
GRA
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 15:09:20 2010 Page 1
B-0-0 17-0-0 1 -601 �2�_22 -0-0 34-0-0 1-0
A i3i.—ii.-00
-
�11 0__0 8-0-0 5-11-0 3_ . I t. 0—.
T-6 8 3%-14 8-0-0
Top chord must be braced by end ja3o1w,, 1:61,2
roof diaphragm, or properly connected
—
4x5 MI 120 purlins as shown.
1MI12
9 7x8 IV11120=
W2 101120�� 6 17 6x12 IVIIIM�
4.00 1-2 4
120 1 5 182 21
d to
2 22 23
c?
3x5 M1120= 28 25
29 27 26 24 US M1120=
US M[120= 7x8 M1120 SA MI 120
3x5 M1120 11 6x8 M1120= Us M1120--
L�1-1 18-6-0 26-0-0 34-0-0
20-02 —0 -1
1-0 7-5-0 7-6-0 8-0-0
Plate Offsets (X,Y): [2:0-2-4,0-1-81,[3:0-5-0,Edqel,[21:0-5-0,Edqel,[22:0-2-4,0-1-81,[27:0-3-8,0-3-01
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in (loc) I/defl Ud
PLATES GRIP
TCLIL 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 FBC2007/TPI2002
(Matrix)
Weight: 194 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or4-10-11 ocpurlins.
BOTCHORD 2X4SYPM30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pis 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All beadrigs 0-8-0.
(lb) - Max Horz 2=-154(LC 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 (lb) or less except when shown.
TOP CHORD 2-3=-5241345, 3-5=-5101774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100,
10- 1 2=-736/1100, 12-13=-736/1100,.13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1 100,
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, '0�
9-11=-52/411,11-14=-123/474,14-17=-45/344,17-19=-93/279
BOT CHORD 2-29=-342/438, 28-29=-282/3", 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, 4#
X .' \G E N
24-25=-354/461, 22-24=-1 144/1704
K
WEBS 3-29�523/811, 3-27=-1 452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832171 0,
18-26=-187611617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 6 3938
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 !r.
T
DOL=1.33 plate grip DOL=1.33
3) Provide drainage to
adequate prevent water poncling. A"
4) All are 2x3 M1120 unless otherwise indicated, 4
plates OR k9-"
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ...... %
* /0
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 N M-
rit 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 purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 6634
F
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.
0I
A WARNIM - VeHfii d�tgaparanwf� and RR.4 NOTES ON THIS AND JNCLUDED MTEK REPERENCE PAGB PHI 74 73 �. 1 0-V8 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.
PTO
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 WOW
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
City I
Ply
Grand Carlton
T3809491
W11301
GRB
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7,140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
- - 13-8-14 20-4-0 �7-1-0 34-0-0 P_0_1q
�11_1040 �7_21:02
6-8-14 6-7-2 7-0-0 1-04
Scale 1:60.5
7x10 IVIII18115� 3x8 M1120= 6x10 IVIII20--
4.00 r1_2 US M1120= 2x3 M1120 11
3 16 17 IS 4 5 19 20 6 21 22 23 7
2
6
US M 1 120:::� 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 3x4 M1120=
2x3 V11120 11 4x6 M1120= 3x4 M1120= 7xS M1120= 3x6MI120= 2x3IVIII20II
i;02-:20 i 13-8-14 0 27-0-0 34-0-0
�4O
6-8-14 6-8-0 7-0-0
Plate Offsets MY): [2:0-3-14,0-1-81, [3:0-5-0,0-2-01, [4:0-3-8,0-1-81, [7:0-5-0.0-2-01
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.87
Vert(LL) 0.21 13-15 >999 360
M1120 249/190
T8DL 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
WB 1.00
Horz(TL) 0.10 8 n/a n/a
BCDL 10.0
Code FBC2007ITP12002
(Matrix)
Weight: 148 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at micIpt 4-12,7-12
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (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(LC 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.
TOPCHORD 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=-454/934
WEBS 3-15=-149/784, 3-13=-862/55214-13=-82f77914-12=-3806/2345,6-12=-8091766I
7-12=-2675/1602, 7-10=-1381762
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; Exp C; enclosed; MWFRS (low-rise); Lumber 14
gust); ........
DOL=11.33 DOL--1.33
plate grip 0
3) Provide adequate drainage to prevent water ponding. 4�'
4) 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. 39380
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
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=P-
and 459 lb upli[ft at joint 8.
?rATE
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0-:
1151bdownand1281bupat 9-0-12,115 lb down and 128 lb up at 11-0-12,115 lb down and 128 lb up at 13-0-12,115 lb down 112$��*. A-
and
lbupat 15-0-12,115 lb down and 128 lb up at 17-0-0,115[bdownandl281bupat 18-11-4,115 lb down and 128 Ib up at 20-11-4,111e.-
OR
lbdownandl28lbupat 22-11-4, and 1151bdownand 1281bupat 24-11-4,andl46[bdownandl471bupat 27-0-0 on top chord, and 4P *.# ........
/0NM-
437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb "+Pf
- 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 and
196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
FL Cert. 6634
LOAD CASE(S) Standard
July 16,201
Continued on page 2
WARMArG- Verifiid�iflajp�mwt� —d READ NOTBS ON THIS ANDINCLODF.DBUTEKIREFERFMCE PAGE MI-7473 �. 10-USEEFORP, USE.
Design valid for use only wilhMiTek connectors. This design is based only 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. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to insure stabII4 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
------ I—
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSE-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job I Truss I Truss Type I City I Ply I Grand Carlton
T3809491
KIM 1301 JGRB I HIP
Chambers Truss Inc., Fort Pierce R. 34982 7.140 a Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:39
10AD CASE(S) Standard
1) Regular: Lumber Increase=11.25, Plate lncrease=1.25
Uniform Loads (pl�
Vert: 1-3=-54, 3-7=-54, 7-9=-541 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-1 15(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-1 15(B) 17=-1 15(13) 18=-1 15(B) 19=-1 15(B) 20=-1 15(B) 21=-1 15(B) 22=-1 15(B) 23=-1 15(B) 24=-45(B)
25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B)
A
EN&--
393
ATE
AN
0 N
I
FL Cert. 6634
July 16,201
WARNMG - VeHfij d�iqn p�.znf� =d RPAD ATOTES ON THIS AND INCLEMP11) M7EKRFFFRMCB PAGE LUI-7473 r— I 0-M BEFORB USE
Design valid for use only with MiTek connectors. This design Isbased only upon parametersshown, and Is for an Individual building component.
Ldl,
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'
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
�to
fab ncatiorl quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Sof ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job I Truss I Truss Type
M`1 1301 IJI I MONO TRUSS
Chambers Truss Inc., Fort Pierce Fl. 34982
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
C
3x4 M1120=
1-0-0
ek Industries, Inc. Fri Jul 16 14:47:40 2010
Scale= 1:6.21
LOADING (psf)
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[rPI2002
CSI
TC 0.17
BC 0.03
WB 0.00
(Matrix)
DEFIL in
Vert(LL) 0.00
Vert(TL) -0.00
Horz(TL) 0.00
(loc) I/deft Ud
2 >999 360
2 >999 240
n/a n/a
PLATES GRIP
M1120 249/190
Weight: 5 lb
LUMBER
BRACING
TQPCHORD 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 bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical
Max Horz2=66(LC 3)
Max UpIift2=-190(LG 3)
Max Grav 2=1 25(LC 1), 2=1 25(LC 1). 4=1 6(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. ttoliIIIIII111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. C A
LOAD CASE(S) Standard
0
0
6 3938
MX Z
A
ATE
%
.1110,11 list"
FL Cert. 6634 1
July 16,201
WAPJVMG - Verifii desr'gnr�am�i� "d RFAD NOTES 09 TUIS AM INCLUDED MTEKRUERBWE PAGEMI-7473 reo. 10-'08 BEFORB USE.
Designvaild for use only with MiTek connectors. This designisbased only upon parameters shown, and isforan Individual building component.
Applicability of design paramentersand proper incorporation of component Is responsibility ofbuilding 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 1he
MiTek"
ere r. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fcbr�ictoartion, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 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, Alexandra, VA 22314.
Tampa, FL 33610-4115
1 N411301 1,12
MONO TRUSS
ICY, K*�
3x4 M1120=
2-0-0
ul 16 14:47:40 2010
7
Scale= 1:7.91
2-0-0
2-0-0
LOADING (psf)
SPACING
2-0-0
CS11
DEFL
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.17
Vert(LL)
-0.00 2
>999
360
M1120 249/190
TODL 7.0
Lumber Increase
1.25
BC 0.06
Vert(TL)
-0.00 2-4
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00 3
n/a
n1a
BCDL 10.0
Code FBC2007frP[2002
(Matrix)
Weight: 8 lb
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
REACTIONS (lb/size) 2=14410-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max Uplift2=-166(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.
BRACING
TOPCHORD Structural wood sheathing directly applied or 2-0-0 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; 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 165 lb uplift at joint 2 and 34 lb uplift at joint 3. A 11
LOAD CASE(S) Standard
N
3938
ATE
OR \D %
f&/ON
J# 111110"'10 %
FL Cert. 6634
July 16,201
,& WARAUNG - V% desig. p—md— —d RFAD JVOTRS OAT TZLIFS AATD IMLIMED WTEKRFFFJZF.AXR PAGE W1. 74 73 �. I O�08 BEFORB USB.
Design valid for use only with M17ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
NEI
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. Additonal permanent bracing of the overall structure is the responsibility of the building clesgner. For general guidance regarding
— - I. —
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
I Nil 1301 IJ3 I MONO TRUSS
Grand Carlton
3-0-0
3X4 M1120=
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:41 2010
Scale = 1
LOADING (pso
TCLIL 20.0
TCDIL 7.0
BbLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007[rPI2002-
CS1
TC 0.26
BC 0.11
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(rL) -0.01
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 11 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 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--49/MechaniGal, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max Uplift3=-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. ttv,111111111111"
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
.,.GEN
'N 39380
19 ATE
0'%4.0 R
%
/ON A
118111111%
FL Cert. 6634 1
July 16,201
A WARAUNG- VMfyd-1gpart— —dRFADN07'ES ON 7111S AND INCLUDED MRKREPERENCE PAGE MI 7473 — 10-USBBPORB USE
Design valid for use only wth Mffek connectors. This design Is bosed only upon parameters shown, and is for an individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of bullding designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Ins -ire stability during construction is the responsibillity of the
MiTek7
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 ANSIfrPI1 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
I W1 1301 IJ4 I MONO TRUSS
Inc. Fri Jul 16 14:47:412010
1-0-0 1 4-0-0
7
3x4 M1120=
Scale = 1: 11.2
LOADING (ps�
TOLL 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 FBC20071TPI2002
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/defl Ud
2-4 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 14 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc purfins.
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=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical
Max Harz 2=1 13(LC 3)
Max UpIift3=-87(LC 3), 2=-215(LC 3)
Max Grav 3=81 (LC 1), 2=216(LC 1), 4=70(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (1b) 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 87 lb uplift at joint 3 and 215 lb uplift at joint 2.
.%% C A
LOAD CASE(S) Standard
'%� 0�- - -14 �'
% . ........
%% 0. - '\'*G E N & * -. #I
4�1 4*1
-Z AkO3 9 3 8 0
MX Z
ATE
0
0
FL Cert. 6634
July 16,201
AWARNTHG-V�ifijd�ig7zp�amet�=dRPA NOTES ON THIS AND INCLUDED MTEK REFE12ENCE PAGE Lffl 7473 — 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrt and is for an individual building component.
App4lcobility of desIgn paramenters and proper incorporation of component Is responsibility of building designer -not trim designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of tna
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the buIlding designer. For general guidance regarding
I— — -.1—
fabrication, quality control, storage, delivery, erection and bracing, cor*Ut ANSI/TPII Quality Crilefic, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate InstMe, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
M11301 J5 MONO TRUSS
Chambers Truss Inc., Fort Pierce Fl. 34982
5-0-0
3x4 M1120=
s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 1
Scale = 1: 12.9
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BICDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.37
BC 0.34
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.03
Vert(TL) -0.06
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >866 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight:. 17 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 5-0-0 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=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical
Max Horz2=134(LC 3)
Max Uplift3=-1 23(LC 3), 2=-231 (LC 3)
Max Grav3=1 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.
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-dse); 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 bearling plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint A.
2.
LOAD CASE(S) Standard
%'V . . . .
0 ... ?
\G
39380
AT
'0%
Al
14.0 R k
C_�%
'ON Ak-
"'iII11110%
FL Cert. 6634 1
July 16,201
A WARAUNG - V-4fij d.,g.,par.&. d RPAD NOTES ON MIS AND INCLUDED MTEKPEPERENCE PAGE b9l 7473 r�. 10-'08 BEFORS 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 NEI
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during constructon is the responsbililtv 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 ANSlfrPIl 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 33610-4115
Truss
I M1 1301 1,16 1 MONO TRUSS
City I Ply I Grand Carlton
1-0-0
3x4 M1120=
6-0-0
7.140 a Oct 1 2009
Scale= 1:14.51
LOADING (psD
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[rPI2002
CS1
TC 0.60
BC 0.51
W13 0.00
(Matrix)
DEFIL in
Vert(LL) -0.06
Vert(TL) -0.14
Horz(TL) -0.00
(loc) I/defi Ud
2-4 >999 360
2-4 >476 240
3 n/a. n/a.
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER
BRACING
TOPCHORD 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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical
Max Horz2=155(LC 3)
Max UpIift3=-158(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--11.33
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 158 lb uplift at joint 3 and 248 lb uplift at joint
2. %v � t, �_S A.
LOAD CASE(S) Standard
% ........ V e.,
N*' P..." ENs*-.1
0 380
T E
A"
OR \D %
/ON
FL Cert. 6634
July 16,201
AWARWM-V�iftid�lg.p.&� d READ NOTES ON MIS AND INCLUDED NOTEK RMPRENCE PAGEDHI 7473 �. 10-US BEFORE US&
Design valid for use only %rith MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of clesIgn 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 structure is the resporLsibility of the building designer. For general guidance regarding
of the over�ll
fabrication, 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 Tn-m Plate Institute, 781 N. Lee Street, Suite 312. Alexancida, VA 22314. .
Tampa, FL 33610-4115
Grand Carlton
Mi 1301 IJ7 I MONO TRUSS Ill
Chambers Truss Inc., Fort Pierce Fl. 34982
-0-0 1 7-0-0
3x4 M1120=
MiTek Industries, Inc. Fri Jul 16 14:47:43 2010
Scale: af4'=l
LOADING (psf)
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[rPI2002
CS1
TC 0.37
BC 0.71
WB 0.00
(Matrix)
DEFIL in (loc) I/defl Ud
Vert(LL) -0.11 2-4 >722 360
Vert(TL) -0.27 2-4 >289 240
Horz(TL) -0.00 3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: R3 lb
LUMBER
BRACING
TOPCHORD 2 X 4 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.
MiTelk 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 Uplift3=-1 91 (LC 3), 2=-267(LC 3)
Max Grav3=169(LC 1), 2=321 (LC 1), 4=130(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 f it
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 191 lb uplift at joint 3 and 267 lb uplift at joint
2. %% t&-S A. 4,
LOAD CASE(S) Standard
'S 0 .......
A-6 39380
MX Z
A E
0 F1
FL Cert. 6634 ]
July 16,201
A WARIVING - V�ifij d�fgnp�mef� —d REW NOTES ON THrS AND INCLUDED MTEKRP-FEREKCB PAGE MI-7473 — 10-'08 BEFORE USE.
Designvoild for use only with MiTek connectors. This designisbased only upon parameters shown, and Isforan Individual building component.
Applicability of design paramentersand proper Incorporation of component is responsibility ofbuilding designer - nottruss 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"
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 Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
Tampa, FL33610-4115
M11301
MONO TRUSS
Fl. 34982
3x4 M1120=
8-0-0
8-0-0
rAET§TK614NFZ416A
Scale = 1:17.
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 FBC2007frPI2002
CS1
TC 0.36
BC 0.28
WEI 0.00
(Matrix)
DEFIL in
Vert(LL) -0.14
Vert(TL) -0.35
Horz(TL) -0.00
(loc) Well Ud
2-4 >638 360
2-4 >255 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 26 lb
LUMBER
BRACING
TOP CHORD 2 X4 SYP M 31
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X4 SYP M 31
BOTCHORD
Rigid ceiling directly applied or 1 O-G-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=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical
Max Horz 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.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h=14ft; Cat. 11: Exp C; enclosed; MWFFS (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%%J111111111111
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 '-V" A
2. %� P�'
LOAD CASE(S) Standard
%'o
4%
6 39 8
T E
.o Q
0 R
ON
1*11111 till
FL Cert. 6634
July 16,201
A WAPN7NG- Verlfiid�ignjparam�t� "dREAD NOTES ON7111SAIYDINCLODF.DM7EKPEPERENCE PAGE Z91-7473 r�. 10-MBEPORE USE
Design valid for use only with MiTek connectors, This design Is based only upon parameters shown, and is for an Individual budding 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 clurng 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/TP11 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
Truss
russ Type
City
Ply
Grand Carlton
T3809500
M11301
KJ7
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce A. 34982 7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
6-8-12 9-10-1
6-8-12 3-1-5
Scale 1:20.8
4
2.83 F1 _2 3A M1[20:::;
3 8
7
2
9 10 6 11 5
2x3 M1120 11
3x4 M1120= 3A M1120=
6-8-12 9-10-1
6-8-12 3-1-5
Plate Offsets (XY): r5:0-0-2,0-1-81
LOADING (pso
SPACING 2-0-0
CS11
DEFIL in (loc) I/def] Ud
PLATES GRIP
TCLIL 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
BCLL 0.0
Rep Stress Incr NO
WB 0.19
Horz(TL) 0.Q1 5 n/a n/a
BCDIL 10.0
Code FBC2007[TP12002
(Matrix)
Weight: 38 lb
QJMBER BRACING
TOPCHORD 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 directlyapplied or 10-0-0 ocbracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed durling 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 UpI1ft4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOT CHORD 2-6=-439/69515-6=-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; MWIFIRS (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. ti,1111111111
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 S
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 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 4-41-0, 5 6 393
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 Ib upZt
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(=d.
The designtselection of such connection device(s) is the responsibility of others. I
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
ATE
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate Increase=1.25 0 R
Uniform Loads (plf) ........
Vert: 1-4=-54, 2-5=-20
v A
Concentrated Loads (Ilb) lilt%W
Vert: 7=1 O(F=S, 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)
FL Cert. 6634
July 16,201 C i
WARMING- VeHfijd�tgap�ef� �d READ NOTES ON MIS AND INCLODFDAUTEKREFERENCE PAGE DHI-7473 �. 10-'08 BEFORE USE.
Design valid for use onlywith MiTekconnectors. This design Is based only upon parameters showrL and Is for an Individual building component.
Applicability of design paromenters, and proper Incorporation of component is responsibility of bullding 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"
ere tor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabn�cafion, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1I Quality Crilefic, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Sat ety Informahon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4116
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809501
M11301
KJ8
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 14:47:45 2010 Page
-1-'-o 7-3-4
11-3-0
1.5-0 7-3-4
3-11-12
Scale = 1:20.6
4
2.8 3 F1 _2
3A M1120--
3
2
7 6
W M1120=
2X3 M1120 11 3x4 M1120= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (pso
SPACING 2-0-0
CS1
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(rL) -0.14
2-7 >906 240
BCLL 0.0
Rep Stress Incr NO
WB DAD
Horz(TL) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 44 lb
LUMBER BRACING
TOP CHORD 2 X 4 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 8-5-15 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=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical
Max Horz2=270(LC 3)
Max IUplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1118/560
BOT CHORD 2-7=-746/106016-7=-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-fise); 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 .* I*e
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 40
and 318 lb uplift at joint 6. .�� G
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
ool
9380
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate lncrease=1.25
Uniform Loads (plo
<571
Vert: 1-8=-54
.0 411 Z
Trapezoidal Loads (plo
b I ATE
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)
R
%
FL Cert. 6634
July 16,201
,& WARNMG - V-Ify d�lg. parumi. -ndRP-4 NOTESOATTAUSA MCLUDED MTFKREPERENCE PAGE JN1- 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.
NEI
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not buss 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
WOW
erector. Additional permanent bracing of the overall structure is the responsibility of the bulldlng designer. For general guidance regarding
fabrication. quality control, storage. delivery, erection and bracing, consult ANSI[rPI1 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
Symbols Numbering System � A General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths. (Drawings not to scale)
Apply plates to both sides of truss .
and fully embed teeth.
9
For 4 x 2 orientation, locate
plates 0- IQ' 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
Q�
0
ams
0
I --
2 3
TOP CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUIVIBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B,
by text in the bracing section of the 95A3,96-31, 9667A
output. Use T, I or Eliminator bracing NER-487, NER-561
<I. �' if indicated. 95110, 84-32, 96-67, ER-3907, 9432A
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPl1: 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.
0
0
P
0 2006 MlTek(& All Rights Reserved
a
MiTek 0 -
P13WER TO PERFC7RM.'
MlTek Engin�ering Re�ference Sheet: M11-7473 rev. 10-'08
Failure to Follow Could Cause Property
Damage or Personal injury
1 . 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 alternative 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.
6. Cut members to bear fightly against each other.
6. Place plates on each face of truss at each
joint 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. Camber 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 ft, 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
9nd pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI I Quality Criteria.
ft I a
i
ne-,oc-A 1li,4,P--I<
WIN. S
FRONT
S SIDES
I LDE
CNR Sl
R RL
_ mi
EA9�1
ZNG.
Tl_
TE
20 Se-Ae- e-
CK REG,
4
-7-lit-ID
FORM 11 OOA-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name:
PA1 Builder Name: WAYNNE
Sireet: Permit Office:
City, State, Zip: FORT PIERCE , FL,
34983 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 f�12
3.
Number of units, if multiple family
1
c. N/A R= ft2
4.
Number of Bedrooms
2
d. N/A 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 ft'
b. N/A R= ft2
7.
Windows Description
Area
c. N/A R= ft2
a. U-Factor: Sgl, 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:
Ji
14. Hot water systems
8.
FloorTypes
Insulation Area
a. Electric Cap: 40 gallons
a. Slab -On -Grade Edge Insulation
R=0.0 1451.30 ft2
PP_ () Q
b. N/A
R= ft2
b. Conservation features
c. N/A
R= ft2
None
15. C red its Pstat
—1
Total As -Built Modified Loads: 27.22
Glass/Floor Area: 0.093
P" A S S
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.
PREPARE BY.'
DATE: . .
7/8/M T
I hereby certify that this building, as designed, is in compli
with the Florida Energy de.
OWNER/AGEt4T:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will)a6e inspected for
compliance wKh Section 553.908
Florida Sto-Kutes.
6UILDING OFFICIAL:
DATE:
g
0 -
Go Y�
.2
W1
V4
A,
Nll" V
5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 1 of 5
PROJECT
Title:
WYNNECARLETONPERF61 Bedrooms: 2
Adress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 1451
Lot #
Ov;ner:
Total Stories: 1
SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
WAYNNE
Rotate Angle: 0
Street:
Pewrmit Office:
Cross Ventilation: No
County:
ST. LUCIE
Jurisdiction:
Whole House Fan: No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL, 34983
New/Existing:
New (From Plans)
Comment:
CLIMATE
IECC Design Temp
Int Design Temp Heating Design Daily Temp
'V 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
I
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 ftz
0 0 1
ROOF
V
Roof Gable
Roof
Solar Deck
#
Type Materials Area Area
Color
Absor. Tested Ins,ul.
Pitch
1
Hip
Metal 1530 ft2 0 ft, Medium
0.88 N 0
18.4 deg
ATTIC
V
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
I
Full attic
Vented 300
1452 ft2 N N
CEILING
VCeiling
Type
R-Value
Area
Framing Frac
Truss Type
1
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 ft2 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 ft2 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 ft2 0
0.25 0.8
_____j
5/512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 2 of 5
DOORS
#
Ornt
Door Type
Storms U-Value
Area
1
E
Wood
None 0.6
21 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
#
Ornt Frame
Overhang
Panes NFRC U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
1
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 ft2 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 ft' 6 ft 0 in 0 ft 6 in
No 1.3 0.64 N 6 f12 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
N o r'ie'
INFILTRATION & VENTING
V 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
y#
Floor Area
Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
382.8 ft2
382.8 ft2
" . 64 ft 8 ft
(invalid)
COOLING SYSTEM
V #
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
V #
System Type
Subtype
Efficiency Capacity Ducts
1
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
V #
System Type
EF Cap Use SetPnt
Conservation
1
Electric
0.9 40 gal 50 gal 120 deg
None
SOLAR HOT WATER SYSTEM
VFSEC
Cert #
Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None
None
ft2
5/5/2D 10 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5
DUCTS
---- Supply ----
---- Return ----
Air
Percent
#
Location R-Value Area
Location
Area
Leakage Type
Handier
CFM
25
Leakage
QN
RLF
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Cooling �Xjlan
Heat Jan
JXX�Feb
Feb
x M:rr
jXj M
JXXI
A
Appr
r
IX � May
x
n
Ju
JXJ Ju
Xj Jul
IX Jul
JXXJ Aug
Aug
XISep
�X Sep
x ct
jXj Oct
Xj Nov
IX No v
X Dec
Dec
IXXI
Vent Jan
X Feb
X Mar
X Apr
Xj
n
Jun
X Jul
X Aug
X Sep
X Oct
X Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
80
80
80
80
PM
80
80
78
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
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
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 I I QOA-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT
FORT PIERCE, FL, 34983
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
I CHECK
Exterior Windows & Doors
N1106.AB.I.1
Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
N 1 106.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
N 11 06.AB. 1.2.2
Penetration s/o pening s > 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
N I 106.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
N1 106.AB.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
ated, 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
N1 106.AB.1.2.5
Air barrier on perimeter of floor cavity between floors..
Additional Infiltration reqts
NI 106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
I
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMOONENTS
SECTION
I REQUIREMENTS
CHECK
Water Heaters
N1 1 12.AB.3
1i Comply with efficiency requirements in Table N 1 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 11 O.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.
FNAC Controls
N1 107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation N1 104.A B.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N 1102. B. 1.1
sides. Common ceiling & floors R-1 1.
5/512010 8:45 PM EnergyGaugeg) USA - FlaRes2008 Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY C ARD
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 ft2
3. Number of units, if multiple family 1 b. Face Brick - Wood, Exterior
R=1 1.0 204.00 ft2
c.. N/A
'4.
R= ft2
Number of Bedrooms 2 d. N/A
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 ft'
7. Windows— Description Area b. N/A
R=
a. U-Factor: Sgl, default 134.58 ft2 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 ft'
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 ftz 13. Heating systems
SHGC:,
e. U-Factor: N/A ft2 a. Electric Heat Pump
Cap: 30.0 kBtu/hr
SHGr,:
HSPF: 8.2
8. FloorTypes Insulation Area 14. Hot water systems
a. Slab -On -Grade Edge insulation .01=0. 0 1451.30 ft2 a. Electric
Cap: 40 gallons
b. N/A R= ft2
EF: 0.9
b. Conservation features
c. N/A R= ft2
None
15. Credits
Pstat
I certify that this home has complied with the Florida Energy Efficier/y Code for Building
Construction through the above energy saving features which wil e installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL D' lay Card will be completed
based on installed Code c 0 111 aprt�f S.
SI
Builder Signatur Date:
Address of New Home: City/FL Zi `P
WE
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge 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
Qepartment 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
wrightsaft�, 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: comfortcontrolofslc.com
For: eAR +E;+' PF!!RF&G;FIE_)H-6_+, WYNNE BUILDING CORP.
FORT PIEliC_E, FL 34983
Notes:
_qX= i11V7,0,VnW*P._"11_.q _,X ....... A-%
rIz, N ,;.
51 "'A
IN
INE NED sod W., IN -6, 0, WIN -R, 81 a
Weather: Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42
OF
Outside clb
90
OF
Inside clb
70
OF
Inside db
75
OF
Design TD
28
OF
Design TD
15
OF
Daily range
L
Relative humidity
50
%
Moisture difference
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
Pipigg
0
Btuh
Equipment load
21381
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
21141
Btuh
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Cooling
Area (ft')
1452
1452
Volume (ft')
12652
12652
Air changes/hour
0.45
0.23
Equiv. AVF (cfm)
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
OF
1000
CfM
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-SuiteQD Universal 7.1.16 RSU05864 2010-May-05 20:35:12
EAWrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
4F wrlghtsaft� Locid 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: comfortcontrolofslc.com
-1 - X-21 16
w
ev
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
-1 1_' ' ' - 1 .1, ------ . . . . .
HEATING EQUIPMENT
Make
Carrier
Trade
BASE 13 PURON HP
Model
25HBB330
ARI ref no.
3252981
fficiency
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
Cfrn
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
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
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
CIg load
(Btuh)
Htg AVF
(Cfm)
Clg 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
RAAQ-r=0 I AX/
cn
nllr!
13ric)
11
—
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-*+11- vwriightoc�,ft_ Right -Suite@ Universal 7.1.16 RSU051564 2010-May-05 20:35:12
EAWrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.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
V I tALO I IKI 1 41001 4u4ou 1 VUU I UUU
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-41-- wraghtSC3,ft- Right-SuiteS Universal 7.1.16 RSU05864 2010-May-05 20:35:12
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJB Orientation = E Page 2
Wrightson, 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
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 ftz
60.0 ft2
Ty
Construction
U-value
Or
HTM
Area (fO
Load
Area (ft�
Load
number
(Btuh/ftl-'F)
(etU ft2)
or perimeter (ft)
(at h)
or perimeter (ft)
(B tuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
WL
12C-Osw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
- _G
1A-rl ob
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
-
L-D
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
0
11
111jo
0.600
e
16.80
17.40
21
21
353
365
21
21
353
365
W.
12C-Osw
0.091
s
2.55
2.18
301
296
752
644
0
0
0
0
L-G
1A-rl.m
1.270
s
35.56
26.39
6
6
213
158
0
0
0
0
W
13A-5ocs
0.125
a
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
Ej1A-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
30
2
479
1788
0
0
0
0
R
1213-0bw
0.097
-
2.72
0.85
204
188
510
160
80
80
217
68
L--D
11DO
0.390
n
10.92
11.31
16
16
177
184
0
0
0
0
C
16B-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
61
c) AED excursion
1
3063
1
1
-2
Envelope loss/gain
15025
13201
921
592
12
a) Infiltration
2920
800
107
29
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
4
920
0
0
Appliances @ 1200
3
3600,
0
1
0
Subtotal (lines 6 to 13)
17945
185211
1027
621
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
17945
18521
1027
621
15
Duct loads
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412
21734
1
1153
708
Air required (cfm)
1
1000
1000
561
331
Printout certified by ACCA to meet all reguirements 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 1
Ty- Right-M 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: APRII-28,2010
By: PATRICIA ZIMMERMAN
1
Room name
GIRT RM/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
HTM
Area (ftj
Load Area (ft2)
Load
number
(Btuh/ft2_*F)
(Btuh/ft2)
or perimeter (ft)
(Bt h) or perimeter (ft)
(Stuh)
Heat
Cool
G ross
N/P/S
Heat
Cool G ross N/P/S
Heat
Cool
6
WL_G
12C-Osw
0.091
n
2.55
2.18
260
220
561
481 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
0
0
0
0 0 0
0
0
L-G
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0 0 0
0
0
11
D
11jo
0.600
e
16.80
17.40
0
0
0
0 0 0
0
0
T---G
' 2C-0svv
0.091
s
2.55
2.18
0
0
a
0 52 52
132
114
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-Osw
0.091
w
2.55
2.18
196
157
400
343 0 0
0
0
L9IA-rlomd
1.270
w
35.56
26.39
39
39
1387
1029 0 0
0
0
1 D-c2ovv
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 56 40
108
34
11D0
0.390
n
10.92
11.31
0
0
0
0 16 16
177
184
C
16B-30ad
0.032
0.90
1.68
509
509
456
855 46 46
41
76
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
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
Internal gains: Occupants @ 230
2
460 0
0
Appliances @ 1200
0
0 1
1200
Subtotal (lines 6 to 13)
6780
6224
821
1634
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
6780
6224
821
1634
15
Duct loads
12%
14%
827
873 12% 14%
100
229
Total room load
7608
i
70961 1
9211
18641
Air required (cfm)
373
326
45
86
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteQD Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne CorpkWYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2
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: 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 52.6 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load Area (ft2)
Load
number
(Btuh/ft2_ *F)
(Btuh/ft)
or perimeter (ft)
(Btuh) or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool Gross
N/P/S
H eat
Cool
6
WL_G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0 0
0
0
0
1 A-r1ob
1.080
n
30.24
23.54
0
0
0
0 0
0
0
0
2C-Osw
0.091
e
2.55
2.18
0
0
0
0 0
0
0
0
T::�D
IA-rlob
1.080
e
30.24
26.27
0
0
0
0 0
0
0
0
1"!
111jo
0.600
e
16.80
17.40
0
0
0
0 0
0
0
0
W,
L-G
12C-Osw
0.091
a
2.55
2.18
0
0
0
0 60
54
138
118
1A-r1om
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
LG
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0 0
0
0
0
G
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
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
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
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
Internal gains: Occupants @ 230
0
0 0
0
Appliances @ 1200
2
2400 0.
0
Subtotal (lines 6 to 13)
319
2702
8161
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
319
2702
816
431
15
Duct loads
24%
29%
76
786 24%
34%
195
146
Total room load
395
34871 1
1011
577
Air required (cfm)
19
160
50
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:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = M.18 Orientation = E Page 3
wrlightsoft, 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 IVIS CLOSET
IVIS BDRIVI
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
Or
HTIVI Area (ft2)
Load
Area (W)
Load
number
(Btuh/ftk*F)
(Bt /ft� or perimeter (ft)
(et h)
or perimeter (ft)
(13tuh)
Heat
Cool Gross
N/P/S
Heat
Cool
Gross
N/P/S
H eat
Cool
6
W.
r----G
12C-Osw
0.091
n
2.55
2.18 0
0
0
0
64
64
162
139
1A-rl.b
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
PG
1A-r1ob
1.080
e
30.24
26.27 0
0
0
0
0
0
0
0
11
_D
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
153
153
390
334
1A-r1om
1.270
s
35.56
26.39 0
0
0
0
0
0
0
0
W
13A-6ocs
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
L2
11 A-r1omd
1.270
w
35.56
26.39 0
0
0
0
0
0
0
0
D-c2ow
0.570
w
15.96
59.58 0
0
0
0
30
2
479
1788
P
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
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
2G4
b) Room ventilation
0
0
0
0
13
Intemal gains: Occupants @ 230 0
0
2
460
Appliances @ 1200 0
0
0
0
--
Subtotal (lines 6 to 13)
63
1171
3731
-4701
Less extemal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
63
117
3731
4701
uct oa s 24%
34%
15
40
12%
14%
455
659
Total room 11 ad
1
1
78
4186
5360
Air required (cfm)
41
205
2471
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suite(D Universal 7.1.16 RSU05B64 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4
F Wrightsoft, 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: comfortcontrolofs1c.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
Room name
HALL
BATH
2
Exposed wall
0 ft
5. 0 ft
3
Ceiling height
8.0 ft heat/cool
8. 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
A rea (W)
Load
Area (ftj
Load
number
(Btuh1fV-*F)
(Bt ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
H eat
Cool
Gross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
T_G12C-Osw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
67
11A-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
0
0
0
0
0
0
0
0
Ej
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1
1 lio
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-r1om
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
0
0
0
0
Et1A-r1omd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
I D-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
0
0
0
0
0
0
0
0
L--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
18
18
16
29
45
45
40
- 76
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
18
0
0
0
45
5
190
0
6
c) AED excursion
0
-1
Envelope loss/gain
16
29
332
162
12
a) I nfiltration
0
0
89
24
b) Room ventilation
0
0
1
01
0
13
1 ntemal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
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
Duct loads
24%
34%
4
10
24%
34%
100
63
1
Total room load
111
391
1
1
121
250
�12
Air required (cfm)
1
2
2
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
/ , -4
Right -Suite& Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 5
I wrllghtsoftl� 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
1 Room name BDRIVI 2
2 Exposed wall 32.5 ft
I r, ;I; k ; k.
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
MASTERLAV
8. 0 ft
e ng eg
4 Room dimensions
8.0 ft
heat/cool
8.0 ft
heat/cool
5 Room area
12.5 x
15.5 ft
7.0 x
8.0 ft
193.8 ft2
56. 0 ft2
TY
Construction
U-value
0 r
HTM
Area (ft2)
Load
Area (ftj
Load
number
(Btuh/ft;�-'F)
(Btuh/ft2)
or perimeter (ft)
(Stuh)
or perimeter (ft)
(Btuh)
Heat
I r.mi
I Cmqq
I m/p/.q
P..f
I 0_1
1 el-
I
I-,
I
6 W
L-G
112C-0sw
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-G.
A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0 0
0
1
iiijo
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-r1om
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
IA-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
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
194
194
174
326
0
0
0
0
C
16C-19al
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
304
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
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
1
0
0
0
Subtotal (lines 6 to 13)
3203
1578
297
Less external load
0
0
0
Less transfer
0
0
0
Redistribution
0
0
0
0
0
14
Subtotal
3203
1578
747
0
297
1
5 Duct loads
12%
14%
391
221,
24%,
34%,
178
Total room load _r
3594
1799
925
3198
Air required (cfm)
176
83
45
18
18
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 6
-TfPE' JF SURVEY:1
BOUNDARY
I PLOT PLAN
I
U/C TIE IN
FINAL
TOPOGRAPHIC
COMPLETED ON:
9-01 —1 Q
1— _�%_
DESCRIPTION:
1U111YOR1 NOTES:
BEING ALL OF 6 PALO ALTO LANE, OF
1. UNLESS OfHERWISE NOTED ONLY PLATTED EASEMENTS ARE
THE UNRECORDED PLAT OF SPANISH
SHOWN HEREON.
UTILITIES OR IMPROVEMENTS WERE
LAKES PHASE 1, OF ST. LUCIE
2. NO UNDERGROUND
COUNTY, FLORIDA.
LZ
a
LOCATED UNLESS OTHERWISE SHOWN.,
3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
ABBREVIATIONS:
12111CO280 F, EFFECTIVE DATE MAY 4, 1989.
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
FFE = FINISHED FLOOR ELEVATION
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
Q.
Cn
5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
tn
CENTERLINE OF PALO ALTO LANE HAVING AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE NRECORDED PLAT
A = DELTA OF CURVE
OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY,
FLORIDA
6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
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 f. 1008-0006
St L Cie CO-
init
P P'c
rove
EXISTING I I S89*34'49"E
LO
�1
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LO
101.42
5
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L
Lo
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1
0
AVERAGE TOP 4
W_ _j
io.88,
OF FORMS 7.97;
�i 0
r4 . fl7.9715
ELEVATION4�7-f3'36
.68' ABOVE EDGE -0
OD
0
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.76
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SITE BENCKMARK
EL:EVATIO ' N= 15.65
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100.86
AQQ1 ium 1
EXIS�NTG
3CALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC.
DATE: 9-01-10 Surveying - Mapping - Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO. : I /*LEB#7280 Phone: (772) 340-7770
10-0907 Fax: (772) 340-2250
DATE: 1 REVISIONS:
LAST FIELD DATE: 9-01-1C
CERTIFIED TO: ...... .� 1. f , 1,
WYNNE BUILDING., G�RPORATION,",,
I hereby certify'that theAurrVey showrf-here.on is true and
correct and -is based on actualmeaseuranents. taken in the
field. This survey rneets,ktqu Miiimm Tephntcal Standards
of Chapter 61G'-_', Flo�ridb�va&6rnistratiye,:i_�od�.
Professional Surveyor &
Florida Certificate No.: