HomeMy WebLinkAboutSUBMITTED PAPERSDATE FILED: 'So -,7 0
PLAN REVIEW FEE: .-�Q RECEIPT NO.: PERMITNUMBER:
CONCURRENCYFEE- ::� RECEIPTNO.'- CERT. CAP. NO -..-
ALL. INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
qq:`
St. Lucie County Building and Zoning
2300 Virginia Avenue
SCANNED Ft. Pierce, FL 34982-5652 c�
BY 772-462-1553
St. Lucie Cou'n'ty .
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
I . LOCATION/SITE ADDRESS: 24 ECUADOR WAY
2. PROJECTNAME: Spanish Lakes . SITE PLAN NAME:
country Club Villa e
3. PROPERTYTAXID#: ]-101-11.t,-0001-030LE-�'
4. LEGAL DES CRIPTION (attach extra sheets if necessary): East of section 1,t�wnship
34s Range 39E, lying N&W of Turnpike Feeder Road
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: W4
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
Single family residence (Replacement -home)
11. SETBACKS (ACTUAL) FRONT: '11 1 BACK:151 RIGHT SIDE: g LEFF SIDE: 9
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
�j NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
k] RESIDENTIAL COMMERCIAL INDUSTRIAL
[ I OTHER (SPECIFY) —.
13. DESCRIPTION OF PROPOSED USE: Same
14. SQ. FT OF CONSTRUCTION: 20-7-9- 15. SF. FT Ist FLOOR:
16. VALUE OF CONSTRUCTION:'$ 3ZI�� (1 -21
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Noticd of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
� (-\ b \b�)
LVV
2
OWNER INFORMATION
NAME: Wynne Buij!ding Corporatinn'
ADDRESS: 8000 S. USI, Su.it-p 402
ZII5: 34952
CITY: Port St. Lucie STATE: FL
PHONE (DAYTIME): 9-72) 18 7,q - 5 5 13 Email:
IF THE FEE SIMPLE TITLEHOLD . ER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
STATE:
ZIP:
ST.ofFLREG.CF-RT#: CGC03599 _ ST. LUCIE COUNTY CERT #: 08898
BUSINESS NAME: - Wynne.Development Corporation
QUALIFIERSNAME: Matthew Lyle WVnne
ADDRESS: 8000 S. US1, Suite 402
CITY: Port St. Lucie STATE: F L ZIP: 349 52
PHONE (DAYTIME): (7 7 2) 8 7 8 - 5 5 13 FAXNO.772-878-7656 Email:
ARCHIT/ENGINEER: Braden & Braden
A T-A nDO Q 0 417 Coconut Ave.
CITY: Stuart
PHONE (DAYTIME): ( 7
287-8258
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE: F L
STATE:
STATE:
ZIP. 34996
ZIP:
ZIP:
I .. . 1. kv;: %�. -:�- - �-- :1 -- i. . ..
IMPORTA . NT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a perndt to do the work and installations as indicated, and to obtain a certificate of capacity,
if dpplicable, for the permitted work. I certify that no Wo!rk or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
0
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming- pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wilL be done in compliance
z
with all applicable laws regulating construction and i oning.
05E�R OR CON 01]RSIGNATURE CONTRACf0_R Sg�__R'C
STATE OF FLORIDA
COUNTYOF St. Lucie
The foregoing instrument was acknowledged before
me this e_� (a day of 20 10
by Matthew Lyle Wynne
who is personally known _Zor has produced
identification.
Signature of NOW 0,11911", DbROTHY ANN HAMER
y 0
�A;181 1,00" State of Florida
Notar ub
M
Commission No. y Oct 2, 2012
3 pires
commission # OD $27096
0 ational Notary Assn.
....... Son,
Bonded Through N
STATE OF FLORIDA
COUNTY OF St -
The foregoing instrument was acknowledged before
m e this day of .20
by Matthew Lyle Wynne
who is personally known Azo��_Or has produced
as identification.
Signature of Notdp�
J�7THYANNHAFNER
Commission No. ublic - State of Florh
MY COMM. Expires Oct 2, 20-
Commission # DO 827096
Bonded Through National NotarvAs
NOTE: TWO (2) SfGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE N`OTAVTZED—WffWAW15Y9ftNFRR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL Bit REQUIRED FOR ALL owNER/BurLDER APPLICANTS.
For specific instructions see appropriate permit cheddist.
F-1
OFFICE USE ONLY BF4 lVD_J-Qk-t
SECTION
TOWNSHIP
IDLI
RANGE
MAP NO.
ZONING
LAND USE
FLA
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
lsr R ELV
MAX HGT
CONST TYPE
OCCUP TYPE,
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARXS*
IMPACT
IMPACTFEE
'IMPACT
_4MPACT
FEE
CORRECTION
FEE
FEE
GENEgAL—
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT - f__
IMPACT
FEE
FEE
FEE
FIREIEMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF'
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS-
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW-,c:2
YIEW
R�
-REVIEW
REVIEW
DA-fE
REiCEIVED��'�
COMPL
LO 0
INITIA LS
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To: t. Lucie County Date: February 15, 2011
S
Re 0070278 Lot/Block:
100
Address: E24Ecuador Wav 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:
S
Spray -on Cellulose
Thickness in inches:
F
Fiberglass Blankets
Manufacturer:
Fi Foil
Rock Wool Blankets
Density:
X
Aluminum Foil
R-Value:
R-4.1
Rigid Board
Polystyrene
Other
Exterior (frame walls) have been insulated with:
JSpray-on Cellulose
Thickness in inches:
JFiberglass Blankets
Manufacturer:
__JRock
Wool Blankets
Density:
Foil
R-Value:
[Aluminum
Polyurethane
0 C ther
2. Ceilings (rear porch) have been insulated with:
JSpray-on Cellulose
Thickness in inches:
10.25"
Fiberglass Blankets
Manufacturer:
Owens Corning
Rock Wool Blankets
Density:
X
j]
Fiberglass Blown
R-Value:
R-30
Cellulose Loose Fill
0 Ot
ther
Ceilings (Vaulted/Cathedral) insulated with:
Fiberglass Blankets
Thickness in inches:
Fiberglass Loose Fill
Manufacturer:
Rock Wool
Density:
X
Fiberglass Blown
R-Value:
I
lCellulose
Loose Fill
I
10ther
3. Interior kneewalls have been insulated with:
AFiberglass
Blankets
T hickness In inches:
JRock
Wool
Manufacturer:
Polyurethane
Density:
10ther
Spray -on Cellulose
R-Value:
4. Garage partition walls of A/C living area have
been insulated with:
Rock Wool "§&SL.-
Thickness in inches:
3 1/2
X
Fiberglass Blank_kQ&,*,_
Manufacturer:
Fibertech
Spray -on Celln),gle --4,r V0,
Polyurethane '-"I)Y
Density:
R-Value:
R-11
Other t,, I - 7
4��. * 4it - JF/
5. The following have been in!ulated:
CBC1254039
Competency #
Wynne Building Corp
Professional Insulators of South Florida, Inc.
General Contract/Builder
.n . Insul� u1n. Contractor
By:�
-By:
F,
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podar JOB
PMCON=Mccurz&t;JL
LICSOM# 11 110518
pmcoNrom conswacanow
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IVI ON,
CODE COMPLIANCE D
RESIDENTIAL PLAN REVIEW FORM
Job Address —permit #
AIP-PA rY_TX4F.NTR
Signed & Scaled Drawings
FBC 106.1
�ot Survey (w/Finished Floor Elev.)
FBC 106.3.5
Signed Energy Efficiency Caics.
FBC 13-6
L/.
SLC Wind Load Compliance Cert. FBC 1603
�Pe_ Product Review Affidavit FBC 1609
I HVAC Load Calculations FBC 13-6 V
— A
FOUNDATION
.
_1 11
Foundation Plan Matches Survey
FBC 106.1
.... 7
/�e�or Bearing Walls
FBC 1805/FRC 403
Footing Details
FBC 1805/FRC 403
_A,/
�olurnn Pads
FBC 1805/FRC 403
Change in Elevations
------ �_-7.
FBC I805/FRC 4,03
Area Tabulation
FBC 106.3.5
STRUCTURAL SECTIONS
& DETAILS
FBC Ch.2l/FRC Ch.6
Framed Wall Section
FBC Ch.23/FRC Ch.6
CBS Wall Section
FRC 602.4
A*
-Frame to Block Wall Detail
FRC 602
Interior Bearing Wall
FRC 602
Window Seat Detail
FRC 602
Bay Window Detail
FB C �3 04.3.4
Porch & Front Entry - Exter ior
FBC Ch. 16
Gable End Detail
FRC 802.10.3
.
,Ceiliqg
Sheathing Sizes & Nailing
—
FRC 803
Knee Wall Detail
FRC 602
-7
FBC 2404
/P
Bearing Wall Header Detail ":�A
FRC 602.7
Butt Glass Detail
—
FRC Ch. 10
Window & Door Buck Details
FBC 1714.5.4
Fire Place & Chimney Details
Tic Beam at Change in Heights
FRC 606.1
IN
-Bearn Block / Poured Tie Beam
FRC 606.1
FRC 606.9
'61ass Block Detail
FBC 2110
'Lintel Schedule
3 51FR C 809 10
—
Truss Connector Chart
FBC 106.3.5
'i—rask-Plarr(Si—gni-d-ATpluval--l'...I
vpc. 106
j FBC IQ09.1-
Design wind pressures at openings
FBC 1609
'M'"E�C_r&A - UCTRICAL / PLUMBINU 7 "r
E 0� I
FRC 1501 V Electrical Plan, Load & NFPA 70A
Dryer Vent Exhaust
--------- — L7 FRC Ch. 30
Exhaust Fan Venting FRC 1506
fVAC - Make, Model & BTU's FBC 13-6
AC Duct & Return Air Plan FBC 13-61 O/FRC 1602.4 to-*' . — I
INTERIOR.-..... FRC 311.4.2
Egress Windows FBCio6.3.5/FRC310.1 L�07 — —
-------------- moke Detectors FBC 106.3.5/FRC 313
Accessible Bath/Bedroorn Door FBC 106.3.5 & I I - 11 (1) —
r
FRC 807 R=Stair/Ha=ndrail/Guardrail Details F13C 106.3.5/FRC 311.5
Attic Access (22"x 30" min.)
1 st Review Date _/ 2nd Review Date
plans Examiner Name Signature
v =%imm , n , inK Pv rmi.
Final Review _/_/
�k ZAldo C/W a/t(7V
C�4- �. 7F- tq
OIS V
�AM A
e
OCT-31-2010 03:44 FROM:SOUTH COAST 7723446042 Tq:4626443 P.1/1
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMrr#:/-QV7-6622d' JOBADDRESS:,=�-(/Z--4-0.
BUILDER/CONTRACTOR'. /)JJ)77/-//F� We,4VI-le-
PEST CONTROL CONTRAabi;� S) o r* r-e;-kr 4f-
PEST CONTROL LICENSE #: -7-713 // 51 *
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance With the standards of the National Pest Control Association.
Square feet if area treated:ama Chemlcals used: —&)tl /�5 ce"",
Percentage of solution: Q # a! 5"
Date of Treatment:
—Footing .
—15'Treatment
_Re -Treat
_Driveway
—11� Treatment
_Re -Treat
—Other
—15t Treatment
_Re -Treat
Total gallons used; --C-00 6.4 e-
Time of Treatment:
--tz—/Slab /
-1�-V Treatment
___Re -Treat
—Pools
—11t Treatment
---Re-Treat,
_Perimeter for Final inspection
Llz=& I aj-
Signature of Exterminator
Note. 7hem must be a completed form for each required treabnent or re-treatinent and this form must be on the job
s& to be pi:*ed up by the inspector at time of each inspection or the scheduled Inspectlon w111 fall and a re -Inspection
fee chalyed.
FBC104.2.6 Ceitftate of PlotectIve Tmatment for plVvendon of termlies. A weat6er resIstantJobsIte posting board
shall be provided to rweAle duplicate Treatment Certlftaies as each requ1Wpro&-c*ve treatment is completed,
provIdIng a copy for Me person the permit 15 Issued to and another copy for the building permit Ales, 7he Tmatment
Cerdflcata shall Pmv1de the product used, idenW of the applicator, t1me and date of the treatment, site location, area
treated, cheinlcal used, petwnt cvncvntmt1on and number of gallons use4 to establbh a Yerin4rbje record of
ProtectIve treatment, V the soll diemical barlier inothod for term& prevention Is u5ed, final a,%terlor treatment shall
be completed prlor- to final building approval
St Lucie County requires for the final inspection for CO,, a Permanent Sticker to be placed on
BUNKEbBERGER
engineering & testing, inc. &o-d Density Test Report
Project Name: Spanish Lakes Country Club Village Address: 24 Ecuador Court
Project Number: PSL-09-3011 (BG 10.2) Date Tested: 10/25/2010
Technician Initials: NOP
Client Name: Wynne Building Corporation Permit No: 10070278
8000 South US 1 #402 Report Date: 10/27/2010
Port St. Lucie FL 34953 Project Manager: Dave Youngstrorn
Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
Maximum
Dry Density
(PCO
Optimum
Moisture
M
Dry
Density
(Pcf)
Cone
Resistance'
(tsf)
Moisture
M
Minimum
Required
Compaction
M
Percent
Maximum
Density
M
Test
Results
1
12
113
12
107.7
---
8.9
95
95.3
Pass
2
12
113
12
108.2
9.1
95
95.8
Pass
3
12
113
12
108.8
---
7.8
95
96.3
Pass
Type of Field Density Test: F ASTM D 1556 'r,7 ASTM D 2922 ASTM D 2937
Mininium'Required Compaction Based on: ry AASHTO T- 180 (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.
.N
'.77;,"' -1,
S, e,
",77-. _i�
i� tElevael
r
TTe9t% c lab
ftrt ofil"G'
1
1
0-12
Front of house pad (footing subgrade)
2
1
0-12
Center of house pad (slab subgrade)
3
1
0-12
Back of house pad (footing subgrade)
6 2- 7
'6,,^ -,Opi
Elevation/Depth Referenced to:
17,
Lf,
I
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
r'NGVD r7 M SL W Other: Inches below top of footing oN
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field) ... (1)
St. Lucie County Building Department...
4V Craig E. Dunkelberger,� P/.E
I FL Registrat I ion No. �902 OCT 2 7 2010
The original ofthis report was signed and sealed by the registered engineer in accordance with Rule 61GIS-1801 1, ofthe Florida Administrative Code. 11is report is submitted as the confidential
property ofour client and authorization for publication ofstatements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other wan -antics with regard to
subsurface exploration, recommendations or design are expressed by this firm.
Lakeland - Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10.2) Royess Repottals PR11
11/12/2010 14:22 7728780224
WYNNE BUILDING CORPO
PAGE 01/02
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
712-462-2165
Fax 772-462-6443
Request for 30-Day Temporary Power Release
Date: Permit Number:
property Address- -_--2-4--MC-UAD-CffiL-WA-y--,
THE UNDERSIGNED HE REBY REQVEST RIKLEASE OF ET,ECTRICAL POWER TO THE
IOD NOT TO EXCEED THIRTY (30) DAYS, FOR
ABOVE DESCRIBED PROPERTY, FOR A PER I
STING SYSTEMS AND EQUIPMENT. N PREPARATION FOP, FINAL
7 " REQUEST WE HUREBY
J'HE PURPOSE OF TE
INSPECTION. IN CONSIDE RATION OF APPROVAL OF THE'
ACXNOWLEDGE AND AGREE AS FOLLOWS:
I
j.. This temporary power release is requested for the above stated purpose only,
and there will be no occupancy of any type, other than mat permitted by construction
during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and conditions
ilding Division Policy, which is incorporated herein by reference.
of this agrcemcnt7 including Bui listed in tile attached document entitled
3. X11 conditions and requirements r compliance inspection,
-Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready fo
4, All requests for an extension beyond 30 days must be made in writing to the Building ofriciai stating the reason
'for the're(1116-0- Power may be removed from the site and/or a stop Work Order issued if the Final inspection
.00 will be required to lift the stop WorR Order,
has not. been approved within 30 days. A fee of $100
WE HERE E TO HOLD HARMLESS9 ST. LUCIE COUNTY, AND
. �BY RELEASE AND AGRF
THEIR EMPJ,OylrES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPEA, OF NATURE
WHTCI-j MAY ARISE NOW OR IN. THE FUTURE OUT OFTHIS TRANSACTION, INCLUDING
ANY DAMAGE WHICH MAY BE INCURRED DUE TO TIRE DISCONNECTION Of
ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT.
OWNER S
SIGNATURE
CON,rRACTOIR SIGNATURE
DA
07
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3500114 OR BOOR �-_-�7 PAGE 2096, Recorded 07/30/;1010 a'-- :40 PM
AFrER RECORDING-RErURN TO:
PFRMrr NUMBER: 4.h.
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, pd in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice ofcommencement.
l.DESCRIPT[OtjOFPjZOPER I(Iggal description and street address) TAX FOLIO NUMBERq 3 0 1 -111 -0001-000 -5
y 9%
Countr 1.1
SUBDMSIONSdj_La4eB t:T�_TRACT`_LOT____BLDG_UN1T_
74 RrTTAnr)R YAAy Eas - of sgction 1 township 3ft.gang-e 39E
t
2. GENERAL DESCRIPTION OF IMPROVEMENT: I y 1 n §2 16,W of Turnpike Fe a.r
3. OWNER INFORMATION:` a.Narnp
b.Addmss 8000 S- US11 Suite 402, PSL, FL 34952 C. interest in property—
d. Name and address of fee sirqlc titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER; Wynne Development Corporation
8000 S. USI, suite 402, PSL, FT, 34952 772-87R-5911
5. 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)(a) 7., Florida Statutes: Craig Wardell
NAME, ADDRESS AND PHONE NUMBER: I Las Casit:As, Ff*- Piprcp, PT, 34951 772-466-1553
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUM13ER:
9. Expiration data of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) — . 20—
Matthew Lyle Wynne, Vice —President
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Ofricer/Director/Partner/Manager
StateofFlorida
County of Rt- - T-ii ie -
The foregoing instrument was acknowledged before me this 0(. ay of
-as
B Matthew Lyle Wynne 1// r_-
(Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact)
ForWynne Building Corporation .
(Name ofpafty on behalf of whom instrument was executed) Personally Known_lZor produced the following type ofID:
DOROTHY ANN HAMER
a Flofta
Notary Public - $tattt f
ortim. Explm Oct Z 2012
(Printed Name of Notary Public) (Signature of Nc&iy Public) S 1)
& C01111111solon 0 DD 827096
Under penalties of pcgjury, I declare that I have read the foregoing and that the facts in it are jRqq9=14qRr Notary Assn.
belief (section 92.525, Florida Statutes).
Signature er(s) or 0 Authorized Ofricer/Director/Partner/Manager who signed above:
By: By
Rev. 0813042007(R�dinit)
STATE OF FLORIDA
ST Wnt�: r4j-py7-y
U �. U* U - !
. . � 1-1 - 'T'll q,v -rV_1 to : Z� A
By
OR
^
/�.
TLAN RE VIEWRECO
-TT 10
et address
BU R PIT
CORRECTION LIST
Code
No.
DESCRIPTION
Section
oim/
CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5) PSI
Roof live load (Table R301.6) PSI
Ground snow load - PSI
Basic wind speed tf,-O _ mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2. 1. 1) hsm
Seismic design category
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2)
r7)nr'%NA 01 Ar,1M1Mr_' DC=nl ll01=kA1=KlT_<Z (Pqn*i fhrr)iinh Rqns�
Weathering area
Frost line depth
1/0,( ;A 146L?0AAA/
Decayarea IVIOV —
v- i-
Winter design tempera ure 1@r,63_
Ice barrier underlayment required
Flood hazards Al
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)
\%.J %a IV I
Use
— . I— .'
Area
(ft2)
. . — '..
Width
___ -- .. ___- --
Average
ceiling
-__ -1
Minimum
ceiling
Natural*
light
Natural ventilation*
Living
120
T-0"
T-0"
51-01,
8% floor area
4% floor area
Dining
70
T-0"
T-0"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
70-0"
51-0"
8% floor area
4% floor area
Bedroom
70
71-0"
T-011
51-01'
8% floor area
4% floor area
Bathroom
N.A.
N.A
T-0"
5'-O"t
3 square feet
1 11/2 square feet __J
S�e se�t' R303.1 & R303.3 for mechanical ventilation and artificial light
8" s
t 16 er plumbing fixtures.
Required heating (R303-8)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
:W&C-Private disposal (Appendix 1)
GLAZING (R308)
c4Y Identification (R308.1)
Nlk_ Louveredwindows or jalousies (R308-2)
uman impact loads/hazardous locations
R308.31R308.4)
ign �.(,
Skylights and sloped glazing (R308.6)
GARAG AND CARPORTS (R309)
��,No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
13/8" solid wood doors, 20-minute fire -rated
doors (R309. 1)
Penetrations (R309.1.1, R309.1.2)
Garage -dwelling separation; 1/2" gypsum
board on garage side, except 1/," Type X re-
quired below habitable rooms (R309.2)
V/ Floor surface noncombustible; sloped floor
(R309.3)
Carport: open two sides; noncombustible
floors; sloped floor (R309.4)
EG
(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 m 44" (R310.1 - R310.1.4)
Al III- Window wells (R310.2)
Exit balconies (R311.2. 1)
Exit access or hallway �: 31 (R311.3)
One exit from each dwelling unit (R311.4.1)
_!��At door �: (3'0" x 6'8") (R311.4.2)
Landings for doors (R311.4.3)
-A) ha—_ Stairways; minimum width = 3'0"; maximum
T" stair rise = 73/411; minimum tread = 10" with
1/4'1-11/41' nosing; minimum headroom = 6181,
(R311.5)
AkLandings for stairways; minimum dimension
36" (R311.5.4)
Special stairways (R311.5.8)
Ramp slope (1:12 maximum) (R311.6)
Ramp landing, minimum 3'x 3'(R311.6.2)
Ramp handrails; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
All j4�: Under stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height= 34"to 38"; Type I orType Ilgrip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 30" above floor; 34"-36" minimum
guard height (R312. 1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
Location and interconnection (R313.2)
Power source (R313.3)
FOAM PLASTIC (R314)
-V
_&,CQO*Labeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R-3 14.3 - R314.6)
ISH (R315)
(R315. 1)
7n ped index (R315.2)
__&fW9WJ=&TK4@N, &R�,Mffimik
F I e spread (R316. 1)
S S
moke-developed index (R316.1)
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)
;Tl� Required (R318. 1)
DECAY AND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319.1,
R320. 1)
Sl �Quality mark (R319.2 and R320. 1. 1)
EADDRESS (R321)
A Q-A Premises 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)
FOO7TIN (R403)
Soil bearing value (R401.4, R403. 1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but:� footing thick-
ness (R403. 1. 1)
fit 6-r
l4/ Footings in SDC C or D (R403.1.2, R403-1.3
and R403.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, R403.1.4.1 and
R403.1.4.2)
Sill plate bolting in concrete/masonry = 1/2" di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 711 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
_011!�!(R404. 1. 1, R404.1.2)
SDC D provisions (R404.1.4)
_NtA!'_-1MaximumwaII 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
"IM!""KA 1A11nTW n= fnKl(-l21=T1= nP UARONRY FrIOTINGS fincha_qja
LOAD -BEARING VALUE OF SOIL
1,500 2,000 3,000 > 4,000
Conventional right -frame construction
1 -story
2-story
15
12
12
12
12
12
12
3-story
23
17
12
12
4-Inch brick veneer over right frame or 8-inch hollow
concrete masonry
1 -story
12
12
12
12
2-stwy
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully groute masonry
(-1 -st 16 1� 12 �jl 12
2-story
29
-
21
14
12
3-story
42
32
21
16
For SI: 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 PTtection from decay or corrosion (R407.1 and
R404.1(1) - R404.1(3) and Tables R404.1.1(1) - 407.2)
R404.1.1(5)]
Minimum nominal wall thickness [Tables Structural requirements (R407.3)
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - V7__ Anchorage (R407.3) -
R404.1.1(5)] AJ/ Wood columns (minimum 4" square) (R407.3)
Ve�__Reinforcement size and spacing [Tables - I
N I Steel columns (minimum 311 diameter, standard
R404.1.1(2) - R404.1.1(5)] -- 1- weight) (R407.3)
Height above finished grade (R404-1.6)
Sill plate size (R404.3)
A)/ Insulating concrete forms (ICF) (R404-4)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405. 1)
A)//?--Dampproofing if basements are below grade*
I (R406. 1)
Waterproofing if high water table* (R406.2)
If uninhabitable, see under -floor space (R408)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (R502.1)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
FLOORS (Ch t r 5)
WwBearing (1.511 minimum on wood or metal; 31, on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleepin areas, LL = 30 psf
[Table R502.3. I (Y)]
Joists - Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)]
Cantilevered joists [Tables R502.3.3(l) and
R502.3.3(2)]
Girder spans and header spans for exterior
bearing walls [Table R502.5(l)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)]
Joists under bearing partitions (R502.4)
Lateral restraint and bridging (R502.7,
R502.7. 1)
Drilling and notching (R502.8)
Fastening (R502-9)
Framing of openings (R502.10)
Wood trusses (R502. 11)
Draftstopping (R502.12)
-5-
I
FLOORS
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Nfj�—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 UNDERLAYME�NT (R503.3)
Grade (R503.3. 1)
Thickness (R503.3.2)
Installation [Table R602.3(l)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/,"
gravel or '/2" crushed stone (R504.2. 1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
(cont'd.)
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)
tl� Thickness: 3'/2" minimum; Concrete strength
el-_4R506. 1)
Support: prepared subgrade; maximum earth
fill = 811; maximum sand or gravel fill = 24"
(R506.2. 1)
_M&Base course: 411 graded with 211 maximum
aggregate (R506.2.2)
L/ Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL (R601)
Design (R601.2)
Component and cladding wind loads [Table
_�301 2(2)]
W ' '
indows in windborne debris regions
(R301.2.1.2)
W��ONSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-i
Exterior walls (R602-3)
46,12PdStud spacing (R602&2.2-
_k&7L__Interior load -bearing walls (R6,Q2.4)
�5�nterior nonbearing walls: 2" x 3" at 24" O.C.
or 21, x 411 flat at 161, o.c. (R602i (44
Drilling and notching — studs (R602-A' 7
L
iy*430rilling and notching — top plate (R602.:4
%o�" Headers [Tables R502.5(l), R502.5(2), (�0.2,ff
R602.7.2 and Figure R602.7.21
Fireblocking (R602-8)
C ipple walls (R602-9)
Wall bracing method (R602.10.1 and
R602.10.3)
Nff�wall bracing amount and location (Table
R602. 10. 1)
IuLe_ Wall bracing length (R602.10.4)
fit- S D C 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)
N
WALL CONSTRUCTION (cont'd.)
SHE -AT G (R604 and R605) INSULATING CONCRETE FORM WALL
Wood structural panels (R604) CONSTRUCTION (R611)
NIA_ General design (R611.1 and R611.2)
Particleboard (R605) Type of ICF wall design (R611.3 - R611-5)
MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611-9)
General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION
SDC C and D (R606.12) (R612)
Unit masonry (R607) tj J#_ Design basis (R612. 1)
VMultiple wythe masonry (R608) WINDOWS & DOORS (R613)
Grouted masonry (R609)
"_(ja�e(General; window sills; performance; testing
R613.
Glass unit masonry (R610) and labeling (R613.
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5)
Plaster material (R702.2) Exterior plaster (R703.6)
Plaster s upport (R702.2.1) M& Stone & masonry veneer (R703.7 & Figure
R703. 7); Steel angle lintels-411 minimum bear -
Gypsum board material (R702.3. 1) ing each end (R703.7.3)
Gypsum board support, application and fas- A)tt L--Veneer ties: #9 U,S. gage wire or #22 U.S.
tening (R702.3.2 - R702.3.8) gage by /,,, corrugated metal; 2411 o.c. maxi -
Ceramic tile (R702.4) mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
A) Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet)
(R703.7.4. 1)
EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8)
Water -resistive barrier (R703.2) , *.n Exterior insulation finish systems (R703.9)
Wood siding (R703.3) �A/'//�'Fiber cement siding (R703. 10)
Attachment and minimum thickness -(Table
R703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
Lateral support and bridging (R802.8)
GE7(R801)
Design (R801.2 and R801.3)
Nit Framing of openings (R802.9)
component and cladding wind loads [Table
V ood trusses (R802.10)
__��Roof
R301.2(2)]
tie -down (R802.11)
ROOF FRAMING (R802)
CEILING JOISTS [Tables R802.4(l), R802.4(2)]
Fire -retardant -treated wood (R802.1.3)
Without attic storage, LL = I Opsf
Framing details (R802.3)
With attic storage LL = 20psf
A Rafter tie (4' o.c.) (R802.3. 1)
Spacing
ikkk Collar ties (4' o.c., in upper third of attic)
Species
(R802.3. 1)
Grade
Purlins (2" x 411 at 4' o.c. minimum)
Span
(Figure R802.5. 1, R802.5. 1)
-117U *4- Bearing (R802.6)
CX
Size
1
Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
-7-
ROOF -CEILING CONSTRUCTION (cont'd.)
[Tables R802.5.1 (1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling attached/cei ling not attached
Spacing
Species
Grade
Span
Size
Hc/HR; Adjustment factor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
,,-Allowable spans [Table R503.2. 1. 1 (1)]
Installation (R803.2.3)
STEEL ROOF FRAMING (R804)
General (R804. 1)
Structural framing (R804.2)
Material (R804.2. 1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
Roof tie -down (R804.4)
. arpm V@,g- !65fif IRT�i n0''R (R. 89,6L)��,,, �..
Ventilation requirements (R806.1, R806.2,
R806.4)
ATT�IC �A,�'S (R807)
Ar
Access requirements (807.1)
INSULATION CLEARANCE (R808)
zl�_ nsulation requirements (R806.3, R808.1)
ROOF ASSEMBLIES (Chapter 9)
R020FC IR,58IFICATION (R902)
C
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
lashing (R903.2)
Coping (R903.3)
V1 1-4-- Roof drainage (R903.4)
M�AZTERI S (R904)
Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
VAsphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate and slate -type shingles (R905-6)
Wood shingles (R905.7)
Wood shakes (R905-8)
Built-up roofs (R905-9)
Metal roof panels (R905. 10)
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)
AWE General (R906. 1)
REROOFING (R907)
A;19— Materials and methods (R907.1)
Structural support (R907.2)
Recover vs replace (R907.3)
!A
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
04—Construction (Figure R1001. I and . Table Wall thickness; �: 4" (R1003. 10)
R1001. 1) Flue lining - material/installation (R1003.11 and
SDC D reinforcing/ancho rage (R1001.3 and R1003.12)
R1001.4) Multiple flues (R1003.13)
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1 003)
Construction (Table R1001.1, R1003.2,
R 1003.3, and Figure R1001.1)
Corbeling (R1003.5)
Changes in dimension (R1003.6)
Additional load (R1003.8)
.Termination (R1003.9)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17).
Chimney clearance (R1003.18)
ng (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R1004.1)
_IV --Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
Listed and labeled (R 1005. 1)
Ayjt�—Installation (R1005.3 and R1005.4)
— v--T—
EXTERIOR AIR SUPPLY (R1 006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
/C mpliance; material and equipment
N1101.Z N1101.3)
C C rl
limate zone (Table N1101.2)
*See energy conservation plan review record
V,"Building envelope (N1102)
Mechanical systems (NI103)
MECHANICAL (Chapters 12-23)
V--�
__!!��ppliance labeling (M1302, M1303)
Appliance access (M1305, M1401)
"liance installation (101307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
V/^,Exhaust systems (Chapter 15)
V" Duct systems (Chapter 16)
Akk: Combustion air (Chapter 17)
1,1
V—Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
Hydronic piping (Chapter 21)
Special piping and storage systems (Chapter
22)
Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
blies (R317.3)
me
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)
1;5�ater service location and depth (P2603,
_P'2604)
4�Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605. 1)
Listed plastic materials (P2608)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
Wk-Pipe sizing (G2413)
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
/ler ting (G2425 - G2428)
.isc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
V/ 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)
Nt#-Penetrations of fire -resistance rated assem- t-��Feeder requirements and load calculations
blies (E3302.2) (E3604)
isted and labeled materials (E3303) Wiring methods (Chapter 37)
Service equipment and location (E3501, Required lighting and receptacle outlets
E3506) (E3801, E3803)
S�ervice size and load calculations (E3502)
ailable fault current (E3506)
System grounding (E3507)
V1100, Required branch circuits (E3603)
_574� Devices and lighting fixtures (Chapter 39)
Appliance installation (Chapter 40)
Swimming DOOIS (Chapter 41)
Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
—provisions adopted (RI02-5)
Al- - Compliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5) Compliance with Appendix F verified
_10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
Wh—Provisions adopted (R102.5) Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
ftCompliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
NJIL--Orovisions adopted (R102.5)
r -I
/0--compliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5)
—#/&—Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Provisions adopted (R102.5) Nli+-. Compliance with Appendix K verified
NOTES
NOTES (cont'd.)
St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
wynne Pevelopment Corporati on will be using the following sub -contractors for the
(Company/Individual Name)
project located at 24 ECUADOR WAY
(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/Contractor
St. Lucie County/
State of Florida
License Number
,Electrical
S & W Electric, Inc.
70 4 1;
tRQ009�41.6..
Plumbing
Lindguist Plumbing 'Supn1y1(-!0_
191-Al
CFC0576'72
HVAC/
Comfort Control of St- Lucie
,9288
Mechanical
County, Inc.
CACO24 1 379
Roofing
—Treasure Coast Roofincr,LLC
19 4,9:6
RC29027087
Gas
IPERMIT ISSUE DATE:
[NUMBER: 12 1.
ST. LUCIE COUNTY PiJiLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: _a o
State of Flo'n*da Certification Number (if applicable):
Li E, le-C-6 I ^C , rAC have agreed tobe the
(Company Nam6 n-dividu"al Name)
lec� ricA sub -contractor for
(Type of Trade) (Primary Contractor)
for the project located at 24 ECUADOR WAY
(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)
ORIGRN"AL SIGNATURES ARE ltEOUFRED
G5'K-A__, TU- RE PRINT NAME R!
Business Name: 15- 1 e e- c. :r-n C
Address: a) - no e-e y- 2 0 ad
City/State/Zip: 2'se-sce 4 F L -3 LiE9 Y��_
Phone: -7 -7ca li6 4/ e0l �/o email:
OFFICE USE ONLY:
PERMIT I I ISSUE DATE I
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
< � BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. I,ucie County Contractor Certification Number: 19150
State of Florida Certilication Number (if applicable): CFC057672
Lindquist Plumbing & SupplY Co., Inc. have agreed to be the
(Company N ame/1 ndivi dual Name)
P lumb ing
(Type of Trade)
sub-contractorfor WVnne Development. Corp.
(primary Contractor)
for the project located at �4 RC
(Pro�lect treet A ress or Property Tax ID 9)
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 (IName of the Individual shown on the Contractor*s License)
ORIGINAL SIGNATURES ARE REQUIRED
Robert A. Case
�SIGNATURE PRINT NAME DRA
Business Name: Lindquist Plumbing &'Supply Co., Inc.
Address: 3185 Sneed Road
City/State/Zip: Fort Pierce, FT. 34945
Phone: (772) 461-1969 email:
('AIWIPTd-1V ONI,V-
PERMIT # ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTAWNT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: . 8 2 8 8
State of Florida Certification Number (if applicable): CACO24379
Comfort Control of St. Lucie County, la4iqve agreed tobe the
(Company Name/Individual Name)
air conditionin
(Type of Trade)
foT the project located at
sub -contractor for Wynne Development-- Cnrpo ation
(primary Contra ctor)
24 ECUADOR WAY
(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 11-EQUMED
Barry Zimmerman
D4PRINTNAME DA E
Comtort Control of St. Lucie county, Tnc.
Busines __��OmtOr
Address: 1501 Biltmore StrOet
City/State/Zip: P'ort Saint Lucie, FL 34983
.Phone: 772-785-9010 email:
OFFICE USE ONLY:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 19 4 q 6
State of Florida Certification Number (If applicable):
Trpasurp Coast Roofing, T.T.0 have agreed to be the
(Company Name/Individual Name)
roof ing sub-contractorfor Wynne "Development Cor
(Type of Trade) (Primary Contractor)
for the project located at 24 -ECUADOR WAY
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our -participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
R-r Jan J_ MaInnp-y
SfGN,kTU&1T__ PRINT NAME DATE
Business Name: Treasure Coast Roofing,, LLC
Address� 1816SW Bi-ltmore St.
City/State/Zip: Part Sf:-- Jucie, EL 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 LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described PrOPertY:24 ECUADOR WAY
#1301-113-0001-000/i; East -, of section 1 township 34s,Range 39E,
(Tax ID/Legaldescription/Address)ly)ing N&W of Turnpike
Feeder Road
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number I 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. P
Matthe�4- T,)zl e Wynne
Property Owner Name
Property Owner Signature Date
�\o
STATE OF FLORIDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS 03 DAY OF 20-LL)
U a
By Matthew L)71e Wyn_ne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
,off,,,
P DOROTHY ANN HAFNER
Notary Public - State of Florida
My Comm. Expires Oct 2. 2012
Commission # DD 827096
'u 0
Bonded Through National Notary Assn..
Code Compliance Division
2300 Virginia Avenue Receipt
Ft. Pierce, FL 34982
Phone: (772) 462-2165 Fax: (772) 462-6443
hftp://stiucleco.govlcehftp:/Iairs.sicfl.vetrol.com/AIRSweb.php
Date: 30 July 2010
Job Address: 24 ECUADOR WAY
Received By: irvie
Paid With: CK
Paid BY: WYNNE DEVELOPWM CORP
Receipt #: 0000075506
ermit Number- sLc- 10,07-0278
Amount: $250.00
"reffit Card Number:
Check Number. 29541
Sign:
a
UJ >
nVAW-)
F6'RM llbOA-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida.Department of Community Affairs Residential Performance Method A_
Project Name:
Builder Name: WAYNNE
Street: I�WE�P_\x izc
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=11.0 204.00 ft2
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 ft2
b. N/A
R= ft2
7. Windows Description Area
c. N/A
R= f12
a. U-Factor: SgI, default 134.58 ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A ft2
a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2
SHGC:
12. Cooling systems
c. U-Factor: N/A ft2
a. Central Unit
Cap: 30.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A ft2
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 30.0 kBtu/hr
e. U-Factor: N/A f12
HSPF: 8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2
b. N/A R= ft2
EF: 0.9
b. Conservation features
c. N/A R= ft2
None
15. 6redits
Pstat
Glass/Floor Area: 0.093 Total As -Built Modified Loads: 27.22
PASS
Total Baseline
Loads: 31.91
I hereby certify that the plans and specifications covered by
Review of the plans and
*,VUE S
this calculation are in dnce with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
with the Florida Energy Code.
PREPAP,Fn -Ay.
Before construction is completed
DATE:
this building. will be inspected for
0
comp,* e�
ian�: with Section, 553.908
?c
I iiereby certify that this building, as designed, e
Florid - atutes.
with the Florida EnergNJode. �01
WE
OWNERTRINT:1
BUILDING OFFICIAL:
15ATE:
DATE:
_�5/5/20110 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 #
Owner:
Total Stories: 1
SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
WAYNNE
Rotate -Angle: 0
Street:
Permit Office:
Cross Ventilation: No
County:
ST. LUCIE
Jurisdiction:
Whole House Fan: No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL, 34983
New/Existing:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location.
TMY Site Zone 97.5%
2.5% Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90 75 70 722
62 Low
FLOORS
#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 ft2
0 0 1
ROOF
V
Roof Gable
Roof Solar Deck
#
Type Materials Area , Area
Color Absor. Tested Insul.
Pitch
1
Hip
Metal 1530 ft2 0 ft2 Medium 0.88 N 0
18.4 deg
ATTIC
V..
#
Type
Ventilation Vent Ratio (1 in)
Area RBS IRCC,
1
Full attic
Vented 300
1452 ft2 N N
CEILING
y#
Ceiling Type
R-Value
Area Framing Frac
Truss Type
1
Under Attic (Vented)
30
1452 ft2 0.1
Wood
WALLS
Cavity Sheathing
Framing Solar
#
Ornt Adjacent To
Wall Type
R-Value Area R-Value
Fraction Absor.
I
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 30133 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
-- 5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 2 of 5
DOORS
#
Ornt
DooeType.
Storms U-Value"
Area
I
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 ft2 6 ft 0 in 0 ft 6 in
No 1.3 0.64 N 6ft' 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 39ft2 10 ft 0 in 0 ft 6 in
No 1.3 0.64 N 30 ft2 1 ft0 in 0 ft 6 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
None
None
None
None
None
None
INFILTRATION & VENTING
V Method
--- Forced Ventilation ---- Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Watts
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 8ft
(invalid)
COOLING SYSTEM
y #
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
y #
System Type
Subtype
Efficiency Capacity Ducts
I
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
y #
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 - v.
Volume FEF
None
None
ft2
--5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 3 of 5
DUCTS
--- Supply
Air -
Percent,
# Location R-Value Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLF
1
'Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Cooling X Jan
F
M
Apr
M:y
Juunn
Jul
g
XjAug
X1
X Oct
Nov
D:c
Heating Jan
IXXIJan
IXXI b
F:b
X r
M:r
X1
r
x
IXI Apr
X1 M
IX y
X1 J
IX
X1 J
IX
X A
SS:p
IX p
IXI Oct
IXXJ Nov
D c
rxxj
Venting
X Feb
X Mar
X
X Apr
X May
X Jun
X Jul
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
78
78 78
78
78
78
78
78
78
78
78
78
PM
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
F6RM I i OOA-08
Cod6tompliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT #:
FORT PIERCE, FL, 34983
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
N1106.AB.I.2.1
Caulk, gasket, weatherstrip or sea[ 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/bottorn plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1 106.AB.1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N 1 106.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
N1106.AB.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
—Multi-story Houses-
N1106:AB.1.2.5
Air barrier on perimeter of floor cavity between floori.
Additional Infiltration reqts
N1106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1 1 12.AB.3
Comply with efficiency requirements in Table N1 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
External or built-in heat trap required.
Swimming Pools & Spas
N1112.AB.2.3
-provided.
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N1 1 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1 1 10.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N 1 107.AB.2
Separate readily accessible manual or automatic thermostat for
—ach system.
Insulation
N1104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N1102.13.1.1
sides. Common ceiling & floors R-1 1.
"'5/5/2010 8:45 PM EnergyGaugeg) USA - RaRes2008 Page 5 of 5
ENERGY
PERFORMANCE -LEVEL (EPL)
DISPLAY CARD
ESTIMATED E'NERGY PERFORMANCE INDEX* 85
The lower the EnergyPerformance Index, the more efficient the home.
FORT PIERCE, FL, 34983
1. New construction or existing
New (From Plans) 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=4.1
1318.80 fl:2
3. Number of units, if multiple family
1 b. Face Brick - Wood, Exterior R=1 1.0
204.00 fl:2
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 (fl:2)
1451 a. Under Attic (Vented) R=30.0
1452.00 ft2
7. Windows" Description
Area b. N/A R=
ft2
a. U-Factor: Sgl, default
134.58 fl:2 c. N/A R=
ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A
fl:2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 fl:2
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
SHGC:
HSPF: 8.2
8. Floor Types Insulation
Area 14. Hot water systems
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft' 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 Efficienof Code for Building
Construction through the above energy saving features which wi ��e installed (or exceeded)
in this home before final inspection Oth I a new EPL Disdlav C pleted
based on installed Code COMDIiant.,&V '4�
Builder Signature:
Address of New Home:
Date:
City/FL Zip-s;tzs<��_-\.6ce
*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
Department of Community Affairs at (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge@) USA - FlaRes2008
+Project Summary Job:
wNghts Date: APRIL 28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs[c.com
For: 15* --TE)?4 99RLF4G:F'914��, WYNNE BUILDING CORP.
FORT PIERCE, FL 34983
Notes:
Weather
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
'
Structure
17945
Btuh
Ducts
2467
Btuh
Central vent (31 cfm)
969
Btuh
Humidification
0
Btuh
Plplqg
0
Btuh
Equipment load
21381
Btuh
Infiltration
ark
Fort Pierce, FL, US
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Cooling
Area (ft')
Volume (ft3)
1452
12652
1452
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
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TD
15
OF
Daily.range
Relative humidity
L
50
%
Moisture difference
61
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
18521
Btuh
D ucts
3214
Btuh
Central vent (31 cfm)
519
Btuh
Blower
0
Btuh
Use manufacturer's data n
Rate/swing multiplier 0.95
Equipment sensible load 21141 Btuh
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 25HB8330
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-SuiteG) Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = M.18 Orientation = E Page 1
T
w0ghtsoft. Load Short Form Job:
Date: APRIL28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FIL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
P��RWMWi.i't
MORE,
I
-A- tt
IBM "m
ggm
low
Htg CIg Infiltration
Outside db ('F) 42 90 Method Simplified
Inside db ('F) 70 75 Construction quality Average
Design TD ('F) 28 15 Fireplaces 0
Daily range - L
Inside humidity 30 50
Moisture difference (gr/lb) 1 61
HEATING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
'F
1000
Cfm
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HIP
Cond 25HBB330
Coil FX4CNF030
ARI ref no. 3252981
Efficiency -1 -1.5 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)
Clg load
(Btuh)
Htg AVF
(Cfm)
CIg AVF
(Cfm)
FOYER
60
1153
708
56
33
GRT RM/DINING
509
7608
7096
373
326
LAUNDRY
46
921
1864
45
86
KITCHEN
150
395
3487
19
160
MS BATH
53
1011
577
50
27
MS CLOSET
70
78
157
4
7
MSBDRM
252
4186
5360
205
247
HALL
18
19
39
1
2
BATH
45
521
250
26
12
BDRM 2
KAAC1-rr!M I All
194
rf�
3594
n1ir
1799
Ono
176
AC
83
An
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
4+f- wriighj:s�oft,. Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
,C(_'K E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 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
-rn-rA 1 0
4A=4
.14004
nnnor
4 fl%r%f%
A ^11
� I —� I -rI., I I-, I )U I I %JUU I UUU
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wrflghtSC3,ft- Right-SuiteED Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2
41- 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 controlofs Ic. 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 ft2
60.0 f12
Ty
Construction
U-value
Or
HTM
Area (ft�
Load
Area (ft�
Load
number
(l3tuh/f?-'F)
(BtU ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
H eat
Cool
G ros-s -
N/P/S
Heat
Cool
Gross
N/P/S
H eat
Cool
6
T--G
12C-Osw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
IA-rlob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
VL1
2C-Osw
0.091
e
2.55
2.18
148
107
273
234
48
27
69
59
A-r1ob
111jo
1.080
e
30.24
26.27
20
18
605
525
1 0
0
0
0
11
D
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
295
752
644
0
0
0
0
L-G
IA-rlo.
1.270
s
35.56
26.39
6
6
213
158
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
64
64
224
142
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
315
246
627
537
0
0
0
0
Lt1A-r1omd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1D-c2ow
0.570
w
15.96
59.58
30
2
479
1788
0
0
0
0
R
12B-Obw
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
166-30ad
0.032
0.90
1.68
1395
1395
1250
2344
60
60
54
101
C
16C-19al
0.049
1.37
2.08
56
56
77
117
0
0
0
0
F
22A-tph
1.358
38.02
0.00
1451
152
5761
0
60
6
228
0
6
c) AED excursion
3063
-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
01
0
Subtotal (lines 6 to 13)
17945
18521
1027
621
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
17945
18521
1027
621
15
Duct loads
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412
21734
1153
708
Air required (cfm)
1000
1000
56
33
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteE) Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:kWrightsoft HVACXWynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 1
Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FIL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1
Room name
GIRT RIVI/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 ft,
45.5 ft'
Ty
Construction
LI-value
Or
HTIVI
Area (ft)
Load
Area (ft2)
Load
number
(Btuh/ftl-*F)
(Btuh/ft)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Bt h)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W,
L-G
12C-Osw
0.091
n
2.55
2.18
260
220
561
481
0
0
0
0
1A-rl.b
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:ig
A-rlob
111jo
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-S
12C-Osw
0.091
s
2.65
2.18
0
0
0
0
52
52
132
114
IA-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
L21A-rlomd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
P
1213-Obw
0.097
-
' 2.72
0.85
0
0
0
0
56
40
108
34
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
1613-30ad
0.032
0.90
1.68
5D9
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
Subtotal
6780
6224
821
1634
15
Duct loads
12%
14%
827
873
12%
14%
100
229
Total room load
7608 j
7096
9211
1 8
Air required (cfm)
373
326
45
8696
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 HVACMynne Corp\WYNNECARLETONPERF61.rrp Calc = IVI.18 Orientation = E Page 2
Right -A) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort controlofs Ic. com
Job:
Date: APRII-28,2010
By: PATRICIA ZIMMERMAN
I
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
5
Room dimensions
Room area
1.0 x 150.0 ft
150. 0 ft2
7.0 x 7.5 ft
52.5 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2.-*F)
(Bt V)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
T--G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
0
0
0
0
A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
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
11,10
0. 600
e
16.80
17.40
0
0
0
0
0
0
0
0
T--G
12C-Osw
'0.091
s
2.55
2.18
0
0
0
0
60
54
138
118
1A-r1orn
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
L2IA-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
ID-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
1213-0bw
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
61
c) AED 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
1
24001
0
1
0
1
Subtotal (lines 6 to 13)
319
2702
816
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
319
2702
816
431
15
Duct loads
24%
29%
76
785
24%
34%
195
146
Total room load
1
395
3487
10111
Air required (cfm)
19
160
50
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
gva�it��ipft, Right-SuiteO Universal 7.1.16 RSU05864 2010-May-05 20:35:12
C;k EAWrightsoft HVAC\Wynne Corp\WYNNEGARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3
wrig'htsoft, Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.-
1501 SE SILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort cont rolofs Ic. com
Job:
Date: APRIL28,2010
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 fl:
14.0 x 18.0 ft
5
Room area
70.0 ft2
252.0 W
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (ft�
Load
number
(13tuh/fV-*F)
(6t /ft.)
or pedmeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
H eat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
t-G12C-Osw
0.091
n
2.55
2.18
0
0
0
0
64
64
162
139
1A-r1 ob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
a
2.55
2.18
0
0
0
0
0
0
0
0
L�
A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1,11
111jo
0.600
a
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-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
W
2.55
2.18
0
0
0
0
119
89
227
194
L2
i A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
i D-c2ow
0.570
w
15.96
50.58
0
0
0
0
30
2
479
1788
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
16B-30ad
0.032
0.90
1.68
70
70
63
118
252
252
226
423
C
16C-19al
0. G49
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
70
0
0
0
252
40
1502
0
6
c) AED excursion
0
1158
Envelope loss/gain
63
117
2986
4037
12
a) Infiltration
0
0
745
204
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
2
460
Appliances @ 1200
0
1
01
0
0
Subtotal (lines 6 to 13)
63
117
3731
4701
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
63
117
3731
4701
15
Duct loads
24%
34%
15
40
12%
14%
455
659
Total room load
78
157
4186
5360
Air required (cfm)
4
7
205
247]
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteO Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4
-q- wrightsoft" Right -A) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
I
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
HTM
Area (ft�
Load
Area (M)
Load
number
(Btuh/M-OF)
(Btuh/ft�
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
W.
L-G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
87
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
0
0
0
0
0
0
0
0
__"
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
D
11jo
0.600
e
16.80
17.40
0
a
0
0
0
0
0
0
T43
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
0
0
0
0
IA-riom
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
G
F-G
IA-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
I D-c2ow
0.570
w
16.96
59.58
0
0
0
0
0
0
0
0
R
L--D
12B-Obw
O� 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
18
18
16
29
45
45
40
76
C
16C-1 gal
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
Envelope loss/gain
16
29
332
162
12
a) I nfiltration
0
0
89
24
b) Room ventilation
0
0
0
0
13
1 nternal 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
Total room load
191
391
521
250
Air required (cfm)
1
2
26
12
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: \Wr ghtsoft HVAC\Wynne C orp\WYN N ECAR LETON PER F61. rrp Calc=MJS Orientation=E Page 5
W
I
Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax- 772-78S-9144 VVph* r.nmfnr1nnnf1nf,1, -
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
Room name
BDRM 2
MASTER LAV
2
Exposed wall
32.5 ft
8.0 ft
3
Ceiling height
8.0 ft heat/cool
8. 0 ft heat/cool
4
Room dimensions
12.5 x 15.5 ft
7.0 x 8.0 ft
5
. Room area
193.8 ft2
56.0 ft2
TY
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ftj
Load
number
(13tuh/ft!�-'IF)
(Bt /ft2)
or perimeter (ft)
(Bt h)
I or perimeter (ft)
(Btuh)
H eat
Cool
G ross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
L-G
12C-Osw
0.091
n
2.55
2.18
124
124
316
271
0
0
0
0
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
100
80
204
175
0
0
0
0
L-G
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
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
36
36
92
79
0
0
0
0
IA-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
64
64
224
142
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
L2
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
I D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
L-D
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16121-30ad
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
IF
22A-tph
1.358
38.02
0.00
194
33
1236
0
56
8
3G4
0
6
c) AED excursion
45
-1
Envelope loss/gain
2626
1420
605
258
12
a) Infiltration
577
158
142
39
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
01
0
Subtotal (lines 6 to 13)
3203
1578
747
297
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
3203
1578
747
297
1 5
Duct loads
12%,
14%,
391
221,
24%
34%
178
1011
1
Total room load
3594
17991
925
398
Air required (cfm)
176
83
45
18
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
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6
NilMiTek'
POWERTO PERFORM."
11E: M1 1301 - Grand Carlton MiTek Industries, Inc.
1 6904 Parke East Blvd.
Site Information: Tampa, FL 33610-4115
Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model:
Lot/Block: Subdivi�sion:
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.
INo.
ls�Truss
Name
I Date
I No.
I Seal#
I Truss Name
Date J
11
IT3809484
I A5
17/16/010118
IT3809501
JKJ8
7/16/0 0
12
IT3809485
I A6
17/16/0101
13
IT3809486
I A7
17/16/010
14
IT3809487
I A8
17/16/010
15
IT3809488
I A9
17/16/01 Q1
16
IT3809489
1A
17/16/010
17
IT3809490
I GRA
17/16/0101
18
IT3809491
I GRB
17/16/010
19
IT3809492
JJ1
17/16/010
110
IT3809493
IJ2
17/16/0101
Ill
IT3809494
IJ3
17/16/010
112
IT3809495 JJ4
17/16/010
113
IT3809496 JJ5
17/16/010
114
IT3809497 JJ16
17/16/010
115
IT3809498
1J7 17/16/010
116
IT3809499
IJ8 17/16/010
117 IT3809500
I H 17/16/0101
The truss drawing(s) referenced above have been prepared by MiTek
.f�dustries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Albani, Thomas 0
My licenserenewal date for the state of Florida is February 28, 2011.
NOTE: The seal on these drawings indicate acceptance of
LJ
41"
professional engineering responsibility solely for the truss STATE OF
components shown. The suitability and use of this component 4% -.A14
for any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Sec. 2.
FL Cert. 6634
July 16,2010
Albani, Thomas 1 of 1
'Job
Truss
Truss ype
oty
Ply
Grand Carlton
T3809484
mi 1301.
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.1 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
7-8-5 10-6-4 17-0-0 9L4-8
26-4-0 34-0-0
7-8-5 2-9-15 6-5-12 3.4.8
_KWO-Q
5-11-8 7-8-0 T �_O
Scale 1:61.3
4. 00 F1 _2 5x8 M1120=
6 2x3 M 1120 11
2x3 M 1120 11
US M1120-- 7
3X6 IVIII2OZz7
2x3MI120:z: 4 5
8 3x4 M1120--
3
9
2 14
10
7x10 M1120= 15 —
19
C?
6 16
3x10 IVIIIM� 13
12 3x6 M1120--
2. 00 F1 _2 5x1O M1120= 2x3 MI 120 11
1 C�6-4 20-4-8
26-4-0 34-0-0
10-6-4 9-10-4
5-11-8 7-8-0
Plate Offsets (X,Y): [2:0-3-11,0-1-8l,rlO:0-3-14,0-1-81
LOADING4psf)
SPACING 2-0-0
CS1
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.73
Vert(LL) 0.73
14 >544 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.44
13-14 >277 240
BCLL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.45
10 n/a n/a.
BODIL 10.0
Code FBC2007ITP12002
(Matrix)
Weight: 154 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 2-4-3 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
1 Row at midpt 6-14
6-14: 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 2=135010-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max UpIift2=-858(LC 3), 1 0=-858(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368,
9-10=-3169/1750
BOTCHORD 2-14=-2965/5275,13-14=-1 013/2184,12-13=-1531/2933,10-12=-1531/2933
WEBS 3-14=-299/395, 5-14=-222/275, 6-14=- 1827/3309, 6-13=-342/543, 9-13-664/551,
9-12=0/252
NOTES
kjj I I I I I it,
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 �Ns
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.
psf
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 fe
hptween the bottom chord and any other members, with BCDL = 1 O.Opsf.
0 9380 V
6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPl 1 angle to grain formula. Building designer
should verify capacithyxiif
bearing surface.
=lb 2=85
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-- -
1 0=858.
LOAD CASE(S) Standard
00
0
R
41 %
,�,; &/0NM-
'fJr %t%o
FL Cert. 6634
July 16,201 111
A WAPFON11- VeHfjld�lgajpwt� and READ NOTES ONTUIS AM 1XGLUDMM=RPFFJZEN(7E PAGE Z91-7473 �. 10-'OSBEPOPB USE
Design valid for use only with MiTek connectors' This design Is based only upon parameters shown, and is for an Individual building component.
Nil
-- Applicabillity 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 bullding designer. For general guidance regarding
T.... -
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 Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
'Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809485
M1 1301.
A6
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MlTek Industries, Inc. Fri Jul 16 14:47:31 2010 Page
1-0- 8_1 15-0-0 i 0 81
�1
26-4-0 34-0-0 5-0-
11 -o-d 8-11 6-0-6 4- _4
5-11-8 7-8-0 _04
Scale 1:62.6
4.00 [1-2 5x10 M1120-- 5x6 M1120--
5 6
2x3 1411120��
3X6 M1120��
3X4 IV1112OZZ�
3X6 IV11120--
3 4
7
8
2 14
9
10
6x8 M1120= 13
91 I ce)
WO M1120=:: SM M1120:z 12
11 3X6 M1120-- 6
M M1120=
2X3 M 1120 11
2. 00 F1 _2
10-6-4 0 "_8
0�i L5.-4
26-4-0 34-0-0
10-6-4 I 8 1
5-11-8 7-8-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [5:0-5-0,0-2-01, [9:0-3-14,0-1-81
LOADINq.(psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.97
Vert(LL) 0.69
2-14 >580 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.23
2-14 >324 240
BCLL 0.0
Rep Stress Incr YES
WEI 0.91
Horz(TQ 0.41
9 n/a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 152 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-138(LC 6)
Max Uplift2=-875(LC 3), 9=-875(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-4=-5228/3137,4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9-3059/1811
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=-412/277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
NOTES
1) Unbalanced roof live loads have been considered for this design.
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 Vt%%J1111111111
A.
,DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water poncling.
E N&
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
xx
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
between the bottom
3-6-0 tall by 2-0-0 wide will fZ
�39 3 8 0
chord and any other members.
6) 6earing at joint(s) 2 considers parallel to grain value using ANSI/TP] 1 angle to grain formula. Building designer
"P416
should verify capacityZf
beating surface.
7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=875�
9=875.
5A� 4fj
T E
LOAD CASE(S) Standard
R N %
ONM-
ilill# I I 1111"k
FL Cert. 6634
July 16,201 C
,&WAR!N7NG-V-4 design pa�a=ef� �d RFAD NOTES ON TTTIS AND INCLUDED BffTEKRBFPRFNCE PAGE ANI-7473 r�. 10-108 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual bUlding 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
— — _-.-
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
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809486
IV11 1301
A7
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Ft. 34982
7.140 a Oct 1 2009 MITek Industries, Inc, Fri Jul 16 14:47:33 2010 Page
J-0-0 8-11-9 3-2 0 21-0-0
:_ 1
L
26-4-0 34-" 5-0-
?1
0.
-o-d 8-11 4 7 8-0-0
5-4-0 7-8-0 '1.n
Scale 1:62.6
4x8 IV11120��
US M1120--
4. 00 Ft _2 4 6
2x3 141120��
3
3x4 IV!1120zz�
6
2
7
7x8 M1120=
3XIO M1120-z: 10
6
9 3x6 M1120--
2. 00 F1 _2 5x12 M1120=
2x3 M1120 11
10-6-4 110-0 20-4-8
41-0i 34-0-0
10-6-4 7-4-8
V, 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
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.77
Vert(LL) 0.66
2-11 >602 360
M1120 249/190
TCIDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -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 FBC2007/TPI2002
(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 X4 SYP M 30 WEBS
1 Row at m idpt 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.
t%%J1111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp 0; enclosed;
MWFRS (low-riise); Lumber
.DOL=1.33 plate grip DOL=1.33
'S�
3) Provide adequate drainage to prevent water poncling.
0 E N
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit'
3938
between the bottom chord and any other members. 6
6) gearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacitvyZ-Wf
bearing surface.
7) Provide bearing 100 lb
2--890—t
mechanical connection (by others) of truss to plate capable of withstanding uplift at joint(s) except Ot=lb)
7=889.
ATE
00
LOAD CASE(S) Standard
A,
0 Ft
N A
FL Cert. 6634
July 16,201 111
AWARK1M-VMfyd.ignpa,-7.t�aadRPA NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 �. 10-108 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.
SRI
plicability of design paramenters and proper incorporaflon of component Is responsibility of building designer -not truss designer. Bracing shown
.- %
is r lateral of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
Mek"
support
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/rPH Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Slreet, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
'Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809487
M1 1301.
AB
SPECIAL
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
0
8-11-9 8
1-0- 0� LT
0-848 00 ��l -3 34-0-0 5-0-
L4.
8-11-9 1 �4
_J_, 7-10-13 1-0-0
Scale 1:62.6
5x6 M1120=
2X31VIII2011 5X10IV!II20ZZZ7
3x4 M1120=
4. 00 F1 _2
2X3 IVIII20�, 4 5
6 7
2X3 101120,;�,
8
2 is
10 2 r�
6 7x8 M'120=
6
3X10 M1120:::
12 11 3X6 M1120--
2. 00 F1 _2
5x12 M1120= W M1120=
10-6-4 20-4-8
'0_0 34-0-0
L2�_711
10-6-4 9-10-4
11-0-0
Plate Offsets (X,Y): r2:0-4-4,Edgel, [7:0-5-0,0-2-01, [9:0-3-14,0-1-81
LOADING.(psf)
SPACING 2-0-0
CS1
DEFL in (loc) I/def] Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(TQ -1.21 12-13 >331 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.42 9 n/a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 151 Ila
LUMBER
BRACING
TOP CHORD 2 X 4 SYP M 30 *Except*
TOPCHORD Structural wood sheathing directly applied or 2-7-0 oc, purlins.
1-4:2 X 4 SYP M 31
BOTCHORD Rigid ceiling directly applied or 2-2-0 oc, bracing.
BOT CHORD 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-107(LC 6)
Max Uplift2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741,
6-7=-2687/1741,
7-8=-2623/1654, 8-9=-2960/1878
BOTCHORD 2-13=-3086/5036,12-13=-2118/3556,11-12=-1324/2454, 9-1 1=-1648/2750
WEBS 3-13=-357/48414-13=-933/1546, 5-13=-426/922, 5-12=- 1031 f734, 7-12=-346/505,
7-11 =-246/432, 8-11 =-402/435
NOTES
1) Unbalanced roof live loads have been considered for this design.
.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft;
tttJ111111111111.
Cat. 11; Exp, C; enclosed; MWFRS (low-rise); Lumber %%' .141,
A.
.DOL=1.33 plate grip DOIL--1.33
o�
3) Provide adequate drainage to prevent water poncling. �&
/N
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E N
4�
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6 39380
6) gearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacithy1j;;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=902�
9=902.
LOAD CASE(S) Standard
OR
10�
N Ak-
FL Cert. 6634
July 16,2011
A WARAING- V-4fij d-(gp�mde —d READ NOTES ON MIS AND IATCLUDEDA97EKRP-FFJZP-NCB PAGE MI-7473 �v. 10-fOSBEFORP31US9.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
a
Applic bility of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibIllity of the
MiTek*
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Insthite, 781 N. Lee Street, Suite 312, Aexondfla, VA 22314.
Tampa, FL 33610-4115
�Job
Truss
Truss ype
Qty
Ply
Grand Carlton
T3809488
mi 1301.
A9
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 14:47:35 2010 Page
9-0-0 Ll 8 4 0 '_8
�11_110
5-0-0 34-0-0 5-0-
9-0-0 T � T
7-8 9-0-0 1-0-0
Scale 1:62.6
7x1O IVIII181-1,5-
4. 00 F1 _2 3x6 M1120= 2x3 M1120 11
7x10 1011181-Izzz
3 4
FVI
6
d
2
7 8
7
6 7x14 Mllli?Hl=
3X10 M1120,:::: 10
9 3x6 M1120--
2. 00 F1 _2 5x12 M1118H=
2x3 M1120 11
10-6-4 20-4-8 0-0 34-0-0
3-00 5�
L2 L2
I -0- 9-0-0
10-6-4 9-10-4 �_7t
Plate Offsets MY): [2:0-4-4_Ed-gel, r3:0-5-0.0-2-01, [6:0-5-0,0-2-01, [7:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP,
TCLL
Plates Increase 1.25
TC 0.80
Vert(LL) 0.9310-11
>431 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.5610-11
>256 240
M1118H 195/188
BCLL 0.0
Rep Stress ]nor YES
WB 0.88
Horz(TL) . 0.51
7 n/a n/a.
BCDL 10.0
Code FBC2007ITP12002
(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 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz2=-92(LC 6)
Max Uplift2=-912(LC 3),7=-912(LC: 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5295/330513-4=-6342/3918,4-5=-3259/2104,5-6=-3259/2104,6-7=-2964/1856
BOTCHORD 2-11=-3095/5007110-11=-2849/460219-10=-1615/2738,7-9=-1615/2730
WEBS 3-11 =-973/1926, 4-11 =-993/1882, 4-1 0=-1 495/1050, 6-1 0=-438/826, 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.Cpsf; h=14ft; Cat. 11; Exp C; enclosed; MWIFFIS (low-rise); Lumber
DOL=11.33 plate gdp DCL=11.33
Vj%J11111111111
3) Provide adequate drainage to prevent water ponding.
A.
4).All plates are MT20 plates unless otherwise indicated.
%'o'% p,,S I
&
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
0 ..........
E Nj 4'
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity X 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.
E
LOAD CASE(S) Standard
OR k9
/ONAk-
"40111111111,
FL Cert. 6634
July 16,201
A WAPMG- VeHfijdesisrnparamet� awdREdD NOTES ON TIUS AND IMMUDEDMT&KRFIFERENCE PAGE M-7473 �.. 10-MBEFORF, 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 paromenters 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 conftclon is the responsibillity of the
MiTek*
ere for. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fob rication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
sof ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FIL 33610-4115
'Job
Truss
Truss Type
Qty
Ply
rand Carlton
T3809489
M1 1301.
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
r1-0-0 6-7-13 12- -13 7 0-0 21-7-3
14_
�7-4-3 34-0-0 $5-0-Q
6-7-13 .9. -3 4-7-3
g 0 1-0-0,
6-7-13
Scale 1:59.4
45 M1120=
4.00 F12
6 19
2x3 M 1120 11 18
2x3 M 1120 11
3X6 M]120�� 5
7 3x6 M1120ZZ�
3x4 M1120::-� 4
8 3x4 M1120--
3
9
2 Fe
10
3X8 M1120= 17 16 15 20 21 14 13 12 3x8 M1120= C
2x3 M1120 11 4x6 M1120= 3x8 M1120= 3x8 M1120= 4x6 M1120= 2X3 M1120 11
12-4-13 21-7-3
�7-4-3 34-0-0
5-9-0 9-2-7
5_9_0 6-7-13
LOADING (ps�
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL .20.0
Plates Increase 1.25
TC 0.41
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
BCLL 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
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOTCHORD 2 X 4 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.
TOPCHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=-2844/1509,
9-10=-3400/1848
BOT CHORD 2-17=- 1743/3154, 15-17=- 1743/3154, 14-15=-937/2064, 12-14=- 1633/3154,
10-12=-1633/3154
WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328,
3-15=-560/477
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWIFFIS (low-fise); Lumber
A.
- DOL=1.33 plate gHp DOL--11.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4&
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.,
between the bottom chord and any other members, with BCDL = I O.Opsf.
�39
5) Provide mechanical connection (by others) of truss to beariing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=880" N-0 3 a
10=880.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 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
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
responsibility of others.= f'cc
ATE
LOAD CASE(S) Standard
-0
1) Regular: Lumber Increase=11.25, Plate Increase=1.25
OR k9."' 41
Uniform Loads (plo
%
%
Vert: 1-6=-S4, 6-11 =-54, 2-20=-20, 20-21 =-60, 10-21 =-20
/ON M-
Concentrated Loads (lb)
Vert: 18=-50(F) lg=-50(F)
FL Cert. 6634
July 16,201
AWARMNG-V�,ifyd�ig.p�a.,a�andRPA NOTES ON THIS AM INCLUDED VHTEK REFERENCE PAGE WI- 7473 r�. 10-'08 BEFORE ETSE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
ME,
Applicability of design paromenters and proper incorporation of component is responsibility of building designer - notiruss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during corstruction Is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. Forgeneral guidance regarding
— — I—.
fabrication, quality control, storage, delivery, erecfion 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, Mexandria, VA 22314.
Tampa, FL33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809490
M11301
GRA
HIP
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page 1
34-0-0
8-0-0 17-0-0 222 0 1 _01
L�' 01 21V_�24
--.�O 5-11-0 TV— t 2 1 8-0-0 �0_0!
V-0040 8-0-0
Top chord must be braced by end jMkS, 11:61.2
roof diaphragm, or properly connected
4x5 MI 120 purlins as shown.
9 7x8 M1120=
7x12 lv[120�� 6 17 6x12 M1120--
19
4
4.00 F1_2
3 120 1 5 182 21
10
22
C\ 2 23 '21
n FW1 I
3X5 MI 120 29 28 25 6
27 26 24 3X5 M1120=
3x6 M1120= 7x8 IVII 120 5x6 MI 120
3x5MI12011 6x8M[120= US M]120=
13-1-11--0-0 18-6-0 26-0-0 34-0-0
NO-09
7-5-0 7-6-0 8-0-0
Plate Offsets MY): f2:0-2-4,0-1-81,[3:0-5-0,Edgel,[21:0-5-0,Edqel,[22:0-2-4,0-1-81,[27:0-3-8,0-3-01
LOADING �psf)
SPACING 2-0-0
CS]
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(-rL) 0.03 22 n/a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 194 lb
LUMBER BRACING
TOPCHORD 2X4SYPIVI30 TOPCHORD Structural wood sheathing directly applied or4-10-11 oc purlins.
BOTCHORD 2X4SYPIVI30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14
MiTelk recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0.
(lb) - Max Harz 2=-1 54(LC 6)
MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5),
26=-16g7(LC4),22=-711(LC4)
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=-524/345, 3-5=-5101774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100,
10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1 100, I I fill,
AtI1111
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290,6-9=-99/356, A
9-1 1=-521411,11-14=-123/474,14-17=-45/344,17-19=-93/279
BOTCHORD 2-29=-342/438, 28-29=-2821344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, E N
24-25=-354/461, 22-24=-1 144/1704
WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=-482/421,13-26=-832/710,
18-26=-1876/1617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 3938Q
NOTES
1) Unbalanced roof live loads have been considered for this design. Vir
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
TE
DOL=1.33 plate grip DOL=1.33 %
0
3) Provide adequate drainage to prevent water ponding. ;",\
0 #
4) All plates are 2x3 M1120 unless otherwise indicated. R
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . ......
* %
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint
27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22.
8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 6634
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,
7"esponsibility of others.
WARNING - Vetify d�lg. p--.t— and PE&D NOTES ON THIS AND INCLUDED BUTIRKREFERENCE PAGEM-7473 �. 10-WSREFOPEUSE
Design valid for use only wtth 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. Bracingshown
is for lateral individual Addiflonal temporary bracing to Insure stability during construction is the responsIbillity of the
MiTek,
support of web members only.
erector. Additional permanent bracing of the overall structure Is the responsibility of the bulldlng designer. For general guidance regarding
I—. — I --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Critefla, 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 1
JQb Truss Truss Type City Ply Grand Carlton
T3809490
M11301 GRA HIP 1
Job Reference (optiona)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 S Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page 2
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
- Vert: 1-3=-54, 21-23=-54, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11 =-1 26(F=-72), 11-21 =- 1 26(F=-72)
Concentrated Loads (lb)
Vert: 29=-641 (F) 24=-641 (F)
J*
4�,S A. 10�
'CIO
Nj
39380
Z
Mir
:ZU
AT
;o"N Al
0 R
%
FL Cert. 6634
July 16,2010
AWAPNMG-V�ifijd�ignparamet��dRP-4 NOTES OM INIS AND INCLUDM RHTEKREFFAPPME PAGE Affl. 7473 �. 10-'08 BEFORE USE,
Design valid for use only with MiTek connectors. This design Is based only upon parametersshown, and is for an Individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss 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.
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabficailon, quality control, storage, delivery, erecfion and bracing, consult ANSI/TPll Quality Criteda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandric, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809491
M1 1301-
GRB
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MlTek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
0-0 13-8-14 20-4-0 7-1�0 34-0-0 -0-
�7
�11WO 1-0 6 7-0-0 _04
6-8-14 6-7-2 _8.0 I
Scale 1:60.5
7x10 M1118H-:-; 3x8 M1120= 6x10 M1120--
4. 00 F1 _2 3X6 M1120= 2x3 M1120 11
3 16 17 18 4 5 19 20 6 21 22 23 7
r-F-_
2 8
3X6 M1120�� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120=
2x3 M1120 11 4x6 M1120= 3x4 M1120= 7x8 Ml12O= 3x6 M1120= 2X3 M 1120 11
7-0- 13-8-14 4�O 27-0-0 34-0-0
_6:0 6-8-0 7-0-0
6-8-14
Plate Offsets MY): F2:0-3-14,0-1-81,13:0-5-0,0-2-0l,f4:0-3-8,0-1-81,[7:0-5-0,0-2-01
LOADING(psf)
SPACING 2-0-0
CS1
DEFIL in (loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TIC 0.87
Vert(ILL) 0.21 13-15 >999 360
M1120 '249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.69
Vert(TL) -0.4013-15 >593 240
M1118H 195/188
BCLL 0.0
Rep Stress Incr NO
WB 1.00
Horz(TL) 0.10 8 n/a n/a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 148 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 4-12,7-12 .
recommends that Stabilizers and required cross bracing be
IMiTek
installed during 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.
TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299,4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/97218-10=-454/934
WEBS 3-15=-1491784, 3-13=-862/552,4-13=-82f779,4-12=-3806/2345, 6-12=-809/766,
7-12=-2675/1602, 7-10=-1381762
NOTES %%J11111111111
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
DOL=1.33 plate grip DOL=1.33 G E N
3) Provide adequate drainage to prevent water poncling.
4) All plates are MT20 plates unless otherwise indicated. 01
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'p-ro-- 3 9 3 8
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 willn
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 Ma:
and 459 lb uplift at joint 8.
ATE
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-D:
115 lb down and 128 lb up at 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 and 1
lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 11
lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 lb down and 147 lb up at 27-0-0 on top chord, and ........
%
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
111181
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 IM
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).
F FL Cert. 66
LOAD CASE(S) Standard
July 16,201
CZ;ntinued on page 2
WARMNG- V-1fijd�1gparamet— —dRFADATOTES ON THIS AAWINCLUDEVATTEKPEFERENCEPAGEMI 7473 r�. 10208 BEFORE USE.
Design valid for use only with MlTek connectors. Ibis design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design param enters and proper incorporation of component is responsibility of building designer -not truss designer. Bracingshown
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
fabricaloR quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Critefla, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety information available from Truss Plate InstittIle, 781 N. Lee Street, Suite 312- Nexandria, VA 22314.
Tampa, FIL 33610-4115
'Job I Truss I Truss Type I Qty I Ply I Grand Carlton
Mi 1301. 1 GRB I HIP
T3809491
140 a Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
LOAD bASE(S) Standard
1) Fi6gular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-1 15(6) 7=-106(B) 15=-437(B) 10=-437(B) 16=-1 15(13) 17=1 15(B) 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)
G
A�.
3
T E
C> 1:1
lilt%"
FL Cert. 6634
July 16,201
A WARAMG- Ve,1fijd—ignpamf— —dRFAD NOTES OMINISAND INCLUDED AUTEK)IMERENCE PAGE M-7473 r�. 10-USBEPORB USE.
Design valid for use only with MITek connectors. This design Is based only upon paramelersshown, and Is for on individual building component.
ITS I
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
Ls for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 31 Z Nexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
Qty
Ply
Grand Carlton
T3809492
M11301.
it
MONO TRUSS
4
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:40 2010 Page 1
-1-0-0
1-0-0
1-0-0
1-0-0
'Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ all applicable jacks on this job)
Scale 1:6.2
4. 00 F1 2-
2
4
3A M1120=
1-0-0
1-0-0
LOADING (pso
SPACING 2-0-0
CS1
DEFIL 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
TCDL 7.0
Lumber Increase 1.25
BC 0.03
Vert(TL) -0.00
2 >999 240
BCLL 0.0
Rep Stress [nor YES
WB 0.00
Horz(TL) 0.00
n/a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 5 lb -
LUMBER BRACING
TOPCHORD 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 dufing 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 L1pIifi2=-190(LC 3)
Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. A'
I
. .........
LOAD CASE(S) Standard
() 4#
-6 39380
MX
S ATE
0
ORO) %
%
&/ONA\-
0
FL Cert. 6634
July 16,201 111
AWARX1M.V,,1&d—ig.p*--dRFA moTEs om 7mus AwD nvcLuDED wTEK R.PPERaucH PAGE M1 74 73 �. 10-'08 BEFORS USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrb and Is for an individual building component.
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not buss designer. Bracing shom)
is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibility of the
MOW
support at web members only.
erector. Additional permanent bracing of the overall structure is the resporibillty of the building designer. For general guidance regarding
fabrica on, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
fi
6904 Parke East Blvd.
Sof ety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Aexandria, VA 22314.
Tampa, FL 33610-4116
'Job
Trus
Truss Type
City
Ply
Grand Carlton
T3809493
M11301.
J2
MONO TRUSS
4
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:40 2010 Page 1
-1-0-0
2-0-0
1-0-0
2-0-0
Scale 1:7.9
3
4. 00 F1 _2
X
2
C
7
0
3X4 M]120=
4
2-0-0
2-0-0
LOADING (psf)
SPACING 2-0-0
CS1
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
TCIDL 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. n/a
BCDL 10.0
Code FB.C2007[rPI2002
(1i
Weight: 8 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.3
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max Uplfft2=-165(LC 3), 3=-34(LC 4)
Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11;
Exp C; enclosed; MWFRS (low-fise); Lumber
DOL=1.33 plate gflp 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
165 lb uplift at joint 2 and 34 lb uplift at joint 3.
A.
L;AD CASE(S) Standard
ENS*-.
.Z . N, 4�1
6 3 93 8 0
TE V
0
%%
FL Cert.
July 16,201
A WAPNMG-V-ifijd—,g.pr�nt--dREADN077?SOMMSAIVD INCLUDED FITTEK REFERENCE PAGE bffl- 7473 10-DBREFORE USE,
Design valid for use only vAth Mffek connectors. This design is based only upon parameters showri 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 individual web only. Additional temporary bracing to Insure stability during construction is the responsiblINy of tie
MiTek'
support of members
erector. Additional permanent bracing of the overall structure is the responsibiltly of the building designer. For general guidance regarding
I—. — _
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 Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Truss I Truss Type I City I Ply
I M 11301. 1,13 1 MONO TRUSS
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009
-1-0-0 3-0-0
1-0-0 3-0-0
Scale= 1:9.61
3x4 M1120=
LOADING (pso
TCLL . 20.0
TCDL 7:.1
BCLL 0
BCDL .10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.26
BC 0.11
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(TL) -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: I I 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 duflng truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3--49/Mechanical, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max 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-Hse); 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. . X%J11111 I I llit#,
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. a A
LOAD CASE(S) Standard
'�P\ - .94
..........
IP
6 39380
Mir Z
TE
FL Cert. 6634
July 16,201
,fiLWARWNG-V,4fijd�!g.p.&�.dRFA NOTFS ON THIS AND INCL DDED WTEK REFERPNCE PAGE M. 7473 r�. 10-'08 BEPORP, USE.
Design valid for use Only with MiTek connectors. 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 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 responsibil1lfV of the
Mek"
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
1 04 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4116
IM11301� 1,14 1 MONO TRUSS
34982
16 14:47:412010
1_0_'o 4-0-0
Scale = 1: 11.2
3x4 M1120=
LOADING (psf)
TCLL 20.0
TCDL
BCLL 0�00
BCDL 10.0
SPACING 2-0
P �O
lates Increase 1 5
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TK
CSI
TC 0.26
BC 0.21
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.01
Vert(TL) -0.02
Hotz(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 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=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical
Max Horz 2=1 13(LC 3)
Max Uplift3=-87(LC 3), 2=-215(LC 3)
Max Grav3=81 (LC 1), 2=216(LC 1), 4=70(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. tt,1111111111110
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. r- a 4p.#,
LOAD CASE(S) Standard
\G E Ns
6 39380
t
'9 AT E
All
#0
41.-
FL Cert. 6634
July 16,201
AWARIUNG-Verifijd��gaparamet��dRP-4 NOTES ON THIS AAID ]NOLUDED MTSK REFERENCE PAGE Ml- 7473 �. 10-VS REFORB USE.
Design valid for use only with Mifek connectors. This design Is based only upon parameters shown. and is for an Individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown
is for lateral of individual web members only. Additional temporary bracing to insure stability during construction lathe responsibillity of the
MiTek*
support
ere tor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fob rication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Cflteria, 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
M11301 1,15
MONO TRUSS
Carlton
Chambers Truss Inc.,
LOADING (ps�
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
1-0-0
3A M1120=
SPACING
2-0-0
Plates Increase
1.25
Lumber Increase
1.25
Rep Stress Incr
YES
Code FBC2007frP]2002
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
5-0-0
61
Scale = 1: 12.9
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TC 0.37
Vert(LL) -0.03
2-4 >999 360
M1120 249/190
BC 0.34
Vert(TQ -0.06
2-4 >866 240
WB 0.00
Horz(TL) -0.00
3 n/a n/a
(Matrix)
Weight: 17 lb
BRACING
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOTCHORD'
Rigid ceiling directly applied or 10-0-0 oc bracing.
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=111(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; MWIFFIS (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. t%tJ1111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint
.2. A
LOAD CASE(S) Standard
Cy
\GEN&*-.
4% 4�' 1-
N 39380
4ti
ATE
ftb
0 R
0�;
V r-%
lilt, %%%
FL Cert. 6634
July 16,201
A WARNMG - VIfy d�i4. 1—f=s —d READ NOTES ON 7717S AND INChUDED AUTEK REFERENCE PAGE =T 7473 �. 10-108 BEFORE US&
Design valid for use only with Mi7elk connectors. 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 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 respons!blllity of the
MiTek'
�to
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fab ricatiorL quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sol, ety Informallion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job Truss Truss Type Qty Ply rand Carlt n
T3809497
M11301* J6 MONO TRUSS 4 1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 Page 1
-1-1-0 6-0-0
6-0-0
Scale = 1: 14.5
3x4 M1120= 4
6-0-0
6-0-0
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defi Ud
PLATES GRIP
TCLL '20.0
Plates Increase 1.25
TC 0.60
Vert(LL) -0.06
2-4 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.51
Vert(rL) -0.14
2-4 >476 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
3 n/a. n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 20 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
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 Uplift3=- 1 58(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LC 1), 4=1 10(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
tt,111111111111111
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 -V% A
2.
LOAD CASE(S) Standard
4#
ENS
4�1
N
39380
Mir Z
ATE Z
0
0 R %
0 N AX-
I III0
FL Cert. 6634
July 16,201 Ill
,& WARAUNG- V�Hfy d—ignp�.t— =d READ NOMS ON 7WISAATDrKCLUDEDffffTEKPEFRRBNCR PAGE M-7473 r—. 10-'OSAF.FORE USE.
Design valid for use only with Mi"rek connectors. This design Is based only upon parameters shown, and Is for an individual building component.
Fff
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
— - I
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality CFileda, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from TnAss Plate Institute, 781 N. Lee Street, Suite 312, Nexandria, VA 22314.
Tampa, FL 33610-4115
Truss Truss Type City Ply Grand Carlton
Mi 1301 �J7 � MONO TRUSS �11 I
34982
1-0-0
3x4 M1120=
7-0-0
Scale: 3/4'=1'1
LOADING (pso
TCLIL .20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP12002
CS1
TO 0.37
BC 0.71
WB 0.00
(Matrix)
DEFIL in
Vert(ILL) -0.11
Vert(TL) -0.27
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >722 360
2-4 >289 240
3 n/a. n/a.
PLATES GRIP
M1120 249/190
Weight: 23 lb
LUMBER
BRACING
TOP CHORD 2 X4 SYP M 30
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/MechaniGal
Max Horz2=176(LC 3)
Max Uplfft3=- 191 (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: ASIDE 7-05; 140mph (3-second gust); TODL--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 191 lb uplift at joint 3 and 267 lb uplift at joint
.2.
LOAD CASE(S) Standard
"X0 N,9
\G
7A
39380
A TE
r
%
'Jf# If, '1011111110%0 N
FL Cert. 6634
July 16,201
AWARKlNG-V-iAd�i,.pf—.dRVA NorEs ON THIS AM INCLUDED MTEKREPERENCE PAGEDRI 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 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 responstbillity of the
MiTek'
erector. Additional permanent bracing of the overall structure is the responsibiltly of the building designer. For general guidance regarding
— — I--
fabricatiom quality control, storage, delivery, erection and bracing, consult ANSIJTPII Quality CF11teria, 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
Truss Type
I Mi 1301- 1,18 1 MONO TRUSS 110
34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 Pagel
B-0-0
Scale= 1: 17.71
3x4 M1120= 4
LOADING (psf)
TCLIL . 20.0
TCDL 7�00
BCLL 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
WB 0.00
(Matfix)
DEFIL in
Vert(LL) -0.14
Vert(TL) -0.35
Horz(TQ -0.00
(loc) I/defi 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.
BOTCHORD 2 X4 SYP M 31
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=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical
Max Horz2=197(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; 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 arry 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 223 lb uplift at joint 3 and 286 lb uplift at joint
� 2. .% �, A.
LOAD CASE(S) Standard
6 39380
V'X
_A
TE
40
0 R Il�)
01
ON A X- 00%
FL Cert. 6634
July 16,201
AWAR_WATG-V-4fiid-ig.P--t--dRRA NOTES ON THIS AND.INCLUDED MTEKREPERENCEPAGBMI-7473 �. M08 REFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component.
ME,
Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility 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, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informallion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Mexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809500
M113010
KJ7
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce A. 34982
7.140 a Oct 1 2009 M!Tek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
6-8-12
9-10-1
11-55-00
6-8-12
3-1-5
Scale 1:20.8
4
2.83 F1_2
3x4 M1120��
7
2
71
9 10
6 11 5
3x4 M1120=
2x3 M1120 11 SX4 M 1120=
6-8-12
9-10-1
6-8-12
3-1-5
Plate Offsets MY): [5:0-0-2,0-1-81
LOADINC-(pso
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl L/d
PLATES GRIP
TCLL 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) 0.01
5 n/a n/a.
i3cbL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed cluiring truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical
Max Horz2=176(LC 3)
Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOT CHORD 2-6=439/695,5-6=439/695
WEBS 3-6=01333, 3-5-8021507
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.
*
J%%J11111111111
3) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
A.
between the bottom chord and any other members.
NS qZ'
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 an
249 lb uplift at joint 5.
6)-Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 8: 39380
down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb upZ-At
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 chw.
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).
�5 ATE
LOAD CASE(S) Standard
-0
1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25
0 R
Uniform Loads (plf)
Vert: 1-4=-54, 2-5=-20
. ......
Concentrated Loads
(lb)
Vert: 7=10(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-10(F=-5, B=-5) I 1=-50(F=-25, B=-25)
F FL Cert.
July 16,201
A& WAPMMG- VerjFyd�iqnjp�et� �dRMDNOTMOM THIS A?M1A1CL0D,2DBffTEKRriFF.QFWB PAGE MI 7473 10-108REPORB11199.
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 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 construclon Is the responsibillity of the
k'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Forgeneral 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, Adexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809501
M11301.
KJ8
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce
34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:45 2010 Page
50
7-3-4 1-3-0
7-3-4 3-11-12
Scale = 1:20.6
4
2A3 F12 3x4 V11120--
3
8
F-1
7 6
3x4 M1120=:
2X3 M1120 11
3x4 M1120= 5
7-3-4 11-3-0
7-3-4 3-11-12
LOADING (pso
SP
CING 2-0-0
CS1
DEFL 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 0.40
Horz(TL) 0.02 6 n/a n/a
BCDL 10.0
Code
FBC2007frPI2002
(Matrix)
Weight: 44 lb
LUMBER
BRACING
TOP CHORD 2 X4 SYP M 30
TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOTCHORD 2 X4 SYP M 30
BOTCHORD Rigid ceiling directly applied or 8-5-15 cc 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(
' 0 3
Max UpIA4=-229(�Lc
6=-318(LC 3)
FORCES (lb) - Max. CompfM
Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1118/560
BOTCHORD 2-7=-746/1060,6-7=-746/1060
WEBS 3-7=0/331, 3-6=
1164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-pecond
gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=11.3�
2) This truss has been designed �or
a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designeq
for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit t%J1111111111.,
between the bottom chord anl
any other members.
A.
4) Refer to girder(s) for truss to truss
connections.
e
5) Provide mechanical connectio�
(by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 46) 4*
E N
and 318 lb uplift at joint 6.
6) In the LOAD CASE(S) section�
loads applied to the face of the truss are noted as front (F) or back (B). 4%
L6AD CASE(S) Standard
W40 39380 4-1
1) Regular: Lumber Increase=1.2
e ncrease= 5
Uniform Loads (pl�
Vert: 1-8=-54
Trapezoidal Loads (plo
AT E
10 4(1
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49,
B=-49), 2=-2(F=9, B=9)4o-5�56(F=-18' B=-18) A,
0 R �V
ON Al-
111111111
F FL Cert. 6634
July 16,201
WARN7NG - VMfij d.1g. p
ndREAD NOTES OXMIS AND INCLUDED M=RPPERFNCE PAGE bVI 7473 r— 10-108 REPORE USE.
Design valid for use only with
k connectors. This design Is based only upon parameters showm and Is for an Individual building component.
Applicability of design paramentprs
is for lateral support of individual
and proper Incorporation of com ponent. is responsibility of building designer - not truss designer. Bracing shown
�veb members only. Additional temporary bracing to Insure stability during corsitructlon is the respordbIllity of the
MOW
ere tor. Additional permanent bracing
fabn2atiorb quality control, stora6e,
of the overall structure Is the responsibility of the building designer. For general guidance regarding
delivery, erection and bracing, consult ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component
I.— — --
Safety Information available fronl
Truss Plate Institute, 781 N. Lee Street Suite 31Z Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
I
Symbols � Numbering System � AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
�4 /; Center plate on joint unless x, y
-13 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths
rr-L-1 Dimensions are in ft-in-sixteenths. (Drawings not to scale)
FEI:rV— Apply plates to both sides of truss
QKN_ � and fully embed teeth.
III
--t-
For 4 x 2 orientation, locate
plates 0-1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTelk 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
BEARING
0
a
0
a-
0
2 3
TOP CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR-1 311, ESR-1 352, ER-5243, 9604B,
by text in the bracing section of the 95-43, 96-31, 9667A
output. Use T, I or Eliminator bracing NER-487, NER-561
if indicated. 95110, 84-32, 96-67, ER-3907, 9432A
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TP11: 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
C6nnected Wood Trusses.
0
0 2006 MiTekG All Rights Reserved
��e
MiTek
1=0WiER TO PrRF'0RM."
MiTek Engineering Referer1ce Sheet: Mll-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 BCSL
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.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane atjoint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant preservative treated, or green lumber.
10. Comber Is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
comber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14, Bottom chords require lateral bracing at 10 ff. spacing,
or less. 9 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
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture In accordance with
ANSI/TPI I Quality Criteria,
I OF SURVEY-1
BOUNDA��
PLOT PLAN
U/C
TIE IN
FINAL
TOPOGRAPHIC
COMPLETED ON:
10-26-10
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL OF 24 ECUADOR WAY
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
THE UNRECORDED PLAT OF COUNTRY 61-019
-
2.
SHOWN HEREON.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
VILLAGE, OF ST. LUCIE COUNTY,
FLORIDA.
LOCATED UNLESS OTHERWISE SHOWN.
3.
THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO
Uj
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
ABBREVIATIONS:
12111CO070 F, EFFECTIVE DATE AUGUST 19, 1991.
FFE = FINISHED FLOOR ELEVATION
4.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
R/W = RIGHT-OF-WAY
Q
5:-
4t
ZONE SHOULD BE VERIFIED BY A DETERMINATIOWAGENCY.
R = RADIUS OF CURVE
1p
5.
BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
to
CENTERLINE OF ECUADOR WAY RAVING AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT
A = DELTA OF CURVE
OF COUNTRY CLUB VILLAGE, OF ST.. LUCIE COUNY,
FLORIDA
n
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.
S89"26'04"E
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24 ECUADOR WAY
SCALE: 1"=30' ALEXANDER J. PIAZZA PSK INF.
DATE: 10— 26 —10 Surveying - Mapping - Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO. : Phone: (772).340-7770
10-0935 *LEBJ7280 Fax: (772) 340-2250
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"Wroved---
LAST FIELD DATE: 10-26-10
CERTIFIED TO: I I�i,
WYNNE BUILDING COR!?QRA?ION-
I hereby certi-ly that the 9U�Vey shown ha�eon-- - is true and
correct and is based on actual measourern-entsicken in the
field. This s4r%-ey'meets-,th.e,Mi Standards
of Chapter BIG17-,�,Iorida 'acW.nj1.7rotIve,0),d(ez,
/"ALEXANDyt J.,
ur,
rofessional urveyor & Mapper
rFlorldo Certificate No.: 6330