HomeMy WebLinkAboutSUBMITTED PAPERSPIT �T':� Q NLY-
DATE FILED.
Ll "7
PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER:
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALU PO" MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning
2300 Virginia Avenue
0": SCANNED Ft. Pierce, FL 34982-5652
BY 772-462-1553
St. Lucie County
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INF7AT
I LOCATIONISITE ADDRESS: 10 0 MET) hTO-RTH
2. S/DNAME: RiDAnisb La_kt;�s I SITE PLAN NAME:
3. PROPERTYTAXID#: Pa__rt oz 3414 �01,1701 000/6
4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26, Township 16s, and
Ranqp 40F
5. PLAT 6.PAGE TBLOCK 8.LOT
BOOK NO. NO. NO'.'
9. PARCEL SIZE: ACRES/SQ Fr. LOT DIMENSIONS 50 X
10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single
(replacement hme) Gy-anA Ccauorll ncA�-��e
11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT:
34' 18' SIDE 71 SIDE
12.
13
TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION ] E)�TANSION/ADDITION
RESIDENTIAL ]-:-COMMERCIAL
OTHER(SPECIFY)
DESCRIPTION OF PROPOSED USE:
INTERIOR RENOVATION
INDUSTRIAL
14. Sq. Ft./CONSTRUCTION: 2075 V 15. Sq. Ft. lst Floor:
4/7 /13. Az6-2-5 CV
16. VALUE OF CONSTRUCTION: $ '�a (9
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
0
value of construction if it is demonstrated that the submitted ft-ures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
OWNER INFORMATION
NAME: __W*aaQ_BUj_1
ADDRESS: 8 0 0
CITY: Port St J.1ir-il- — STATE: T?l 34952
email:
PHONE(DAYTIME): 0_22) 878-5_511
IF THE FEE SIMPLE - I TITLEHOLDER -(PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME . AND ADDRESS BELOW.
FEE SINTLE TITLEHOLDER:
ADDRESS:
STATE: ZIP
CITY:
PHONE (DAYTIME):
CONTRACTOR INFORMATION
ST. LUCIE COUNTY CERT #: 019 8 98
ST. of FL REG./CERT #: CGO 3 5 9 CJ
BuSINESS NAME: Wynne Developmen
Co pora
QUALIFIERSNAME: Matthew LVIe
W)rnnt-
ADDRESS: S000 S_ Uqj, Suite
402
CITY:Part- Si-- Toic-ita
STATE: 'FT, ZIP . 34992
PHONE (DAYTIME): (Z7_2 878-5513
FAXNO. (772)878-7656 email:
ARCHIT/ENGINEER: 'Braden- F,
Bradc-n
ADDRESS: 417 C_nr_cjnnt_- Ave -
CITY: 2t1awaxt
STATE: ZIP 3 4- -9 -9 6
PHONE (DAYTIME): (—)
BONDING COMPANY:
ADDRESS:
CITY
MORTGAGE LENDER:
ADDRESS':
CITY:
STATE:
M Al
STATE: ZIP
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after
it will be voided and returned to you by mail.
QMC�� Ust. ONL
SECTION
TOWNSHIP
RANGE
LAC
MAP NO.
ZONING
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
kbt
11T FLR ELV
MAX HGT
CONSTTYPE
v8>
OCCUP TYPE
r-----
MAX OCCUP
4 OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LLOT OF REC
LOT OF REC (after
LO SPLIT
LOT SPLIT
(before 1/90)
/90)
REQUIRED
APPROVED
ADMINST
LIBRARY
PARKS
PERMIT
VARIANCE
IMPACTFEE
IMPACTFEE
FEE
REPORT
PUBLIC BLD
HABITABLE
RADON FEE
CODE
IMPACTFEE
AREA
SCHOOL
GROSS ROAD
CREDIT
Y
N
TOTAL ROAD
IMPACTFEE
IMPACTJF,5�
IMPACTFEE
D
777
SCHOOL
CREDIT
Y
N
TOTAL
IMPACT FEE
SCHOOL
. .. ...
IMPACTFEE
POLICE FEE
FIRE FEE
MISC FEE
TOTAL
POLICE/FIRE
MISC FEES
ADDITIONAL
(y
N
SPECIFY
TOTAL
PERMITS
of ALL
REQUIRED
FEES
REVIEWS
ZONING
ZONING
PLANS
misc.
VEGETATION.
SEA TURTLE
MANGROVE,.
REVIEWED BY
EXAMING
1, 1A —'A
DATE',!o
i iTO �- U
zl",;-"
,"COMPLBTB-,:;,.�
�j7!�11�i
.......
�'I ITIALS,:-::,!d!:
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate periaits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS , FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: -room additions, accessory
signs, screen rooms, utility substations & accessory uses to another non -
structures (all types), swimming pools, fences, walls,
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 TIES BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN UOUI) 1,AITH 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 t all the foregoing information is accurate and that all work will be done in
I a � zoning.
wi plicable laws reg construction and zoning.
P/(-nNT SI ATURE CONTRACT
STATE OF FLORIDA
COUNTYOF st. T,13CJ_P_
The foregoing instrument wAs acknowledged
before me this c2 _L
_� day of 20 o, by
Mat-t-b,-w Lyle--W- '+404�
yni
me or who has produced
as identification.
Laax���- ��
Signature of Nl&Y I
STATE OF FLORIDA
COUNTY OF,_st L:uGj:e
The foregoing instrument w acknowledged
before me this vZ� day of 12Q_pby
Matth�� ho i ersona
1
(E��wn t me or who has produced
as identification.
Signature of N y
volto y
Type or Print Name Type or Prin
DOROTHY ANN HAMER SXkPA_ f P94 DOROTHY ANN HAMER
S.
Notary
P I - State of Florica Commission State of Florid
Commission No. mary Public My Comm. Expires Oct 2, 201
My Comm. Expires Oct 2. 2012 Z
Z Commission # DO 827096
S Commission # Do 827096
t ..... ded h N ional
"OFF Bonded Through National Nola-i -' Bon Notary -As,,
NOTE: TWO (2) 8,48sts. R&SXk0HmREQUIRED. EACH SIGNATURE MUST B P ORWYAWAIE
THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SI(
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
03/30/2010 11:44 772462E
448 SLC CODE COMP PAGE 01/02
Code Compliance Division
2300 Virginia Avenue
Pt. Pierce, Fl. 34982
Phone. (772) 462-1553 Fax: (772) 462-1578
http://Www.stiucieco.org/publlc-worksiparmitting.htm
PROPERTY INFORMATION
Address: 274 MARINA DR
Clitylstatelzip: FORTPIERCE
Paruel X: 1425-701-0128-GOO/3
Zoning: RSA
APPLICATION *11MRIVATION
Permit Number 0907-0290
ActivitY TYPP: Other
Permit lVpo: Dock/Sea Wall
Review Comments
FIL 34949
Jurisdiction: St. Lucie County
Lot S. 15 Block: 5
Page 1
Owner(s):
SEABOARD PROPERTY HOLDII
Application Type: BuIlding Permit w/o subs
Other Actiloity' DOCK
Stories, 1 Automatic Sprinkler System?
CONTRACTOR INFORffA_
Contractor Name: JOY 5 YANCY Fax Number 772-464-
Business Name: SUMMERLIN'S MARINE CONSTRUCTION LLC
BuSionsAddr. 20ONACORD#C
City I Suite I Z11 FORT PIERCE, FL 3494,
REWEWSANDCO
fleXWW T
Me Status ftyio"d 1111
Environmental Review Pending Amy Matt
AUG 2 7 2010
pateStarle p&OgSpripleta Dat*Rele
From counter Review Complete Audrey Humphrey 0712812009 0712812009
NotIfied for Pickup Pendiriig�g\
Plans Examiner Review nc=mplete Joe Clclo
e
pi te
HE GRATED DECKING IS TO BE FASTENED
a4/01/2010 1 Comm nt PLAN VIEW FOR MARGINAL DOCK STATES THAT T
PER THE I.- MANUFACTURERS SUGGESTED INTERVALS 11 CONTRACTOR TO SUBMIT THIS INFO
11
FOR REVIEW I DUPLICATE
0 E AREAS ON THE PLANS to a
04/01120`10 2 Comment THE ENGINEER MUST SHOW THE NON -MOORING OR NON LOADING
L
YST
L _
14 Dr
=Sj
AND DESIGN THE REQUIRED GUARDRAIL SYSTEM FOR THESE AREAS.
C - — iAu_ve_ avE. " v�w- Loo&'O� aiVOL-05
04/01/2010 3 Comment SEAWALL BULKHEAD SECTION, ON THE P S. CRETE CAP AND TH
THRU-SECTION STATES 18")( 10" ??? PECIFY THE CONCRETE COVER REQUIREMENTS PER
ACI 318 ON THE PLANS
04/01/2010 4 Comment ENGINEER TO DESIGN THE O.C. SPACING FOR THE DEADMEN AND TIE -BACKS
0
PAUL WELCH IND.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
I 9B4 S.W. BILTMORE ST. SUITE# 1 1 4
PORT SAINT LUCIE, FL 349B4
PHONE (772) 785 - 9886
FAX (772) 7B5-9933
AUGUST 1 3, 201 El
RE: 274 MARINA DR.
FORT PIERCE, FL
PERMIT No. 0907-0290
To WHOM IT MAY CONCERN:
PLEASE BE ADVISED THAT THERE ARE NO NON-MOORINs AREAS FOR THE ABOVE
REFERENCED PROJECT. THEREFORE, GUARDRAILS ARE NOT REQUIRED FOR THIS
DECK.
THE ABOVE MEETS WITH OUR PLAN AND ENGINEERING REQUIREMENTS FOR THIS
PROJECT.
THANK YOU FOR YOUR ATTENTION TO THIS MATTER.
SUBMITTED BY:
PAUL W.ELCH INC.
PAUL WELCH, P.E.
REG. No 29945
PW:pP
PAUL WELCH INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
I 9B4 S.W. BILTMORE ST. SUITE# 1 1 4
PORT SAINT LUCIE, FL 349B4
PHONE (772) 7B5 - 9BBB
FAX (772) 7BB-9933
AUGUST 1 3, 201 0
RE: 274 MARINA DR.
FORT PIERCE, FL
PERMIT No. 09*07-0290
To WHOM IT MAY CONCERN:
PLEASE BE ADVISED THAT THERE ARE NO NON -MOORING AREAS FOR THE ABOVE
REFERENCED PROJECT. THEREFORE, GUARDRAILS ARE NOT REQUIRED F13R THIS
DECK.
THE ABOVE mEE-rs WITH OUR PLAN AND ENGINEERING REQUIREMENTS FOR THIS
PROJECT.
THANK YOU FOR YOUR ATTENTION TO THIS MATTER.
SUBMITTED BY:
PAUL WELCIH INC.
PAUL WELCH, P. E.
REG. No 29945
Pw:pP
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To t. Lucie Connty I)ate: 2011
'I
Re: 1LO-070290 Lot/Bloclu
Me,
Address: 1.00 Mediterranean Blvd PrRject-
The undersigned hereby ccrtifies that insulation has been installed in the above described property aq follows:
1. Exterior CBS walls have been insulated with:
lSpiqy-on Cellulose
Thickness in inches;
lFib4.-rglass Blankets
Manufacturer_:_,
Fi Foil
lRo(-k Wool Blankets
Density.-
X
AN (ninum Foil
R-Value:
R-4j.
Rigid Board
Otber
-Ex-terior
Spray-on-C-elhilose - ------
Thicknes,s in inches:
Fiberglass Blankets
Manufacturer.-
Rot k Wool Blankets
Density:
Aluminum Fail
R-Value:
Upol.vurethane
lother
2. Ceilings (year porch) have been insulated with.-
Surav-on Cellulose
Thickness in inches:
10.2511
Fiborglass Blankets
Manufacturer:
Owens Corning
Roc k Wool Blankets
-Density:
X
Fibvrglasq Blown
R-Value:
R-30
11 alose Loose Fill
----,Ceilings (Vaulted/Catbedral) insulated with;
Mbvrglass Blankets
Tbickness in inches:
Fiberglass Loose Fill
Manufacturer:
Roc I( Wool
Density:
X
Fibtrglass Blown
Celluloqe Loose Fill
3. Interior Imeewalls have been insulated with: Fibi.rglass Blankets
Thickness in Inches- Roe.�c Wool
Manufacturer: Poll urethane
Density: Spripy-on Cellulose
R-Value- I 10thtir
4. Grarage partition walls of A/C living area have
been insulated with: Wool Blankets
__[Roek
Thickness in inches: AViberglass Blankets
Manufacturer: Fibertech $prgy-on Cellulose
Density; Polyarethane
jOtli(,r
RNA=
I
5. The followinLy have been
CHC1 254039
Professional InSUIRtOr.3 of South Florida, Inc,
JUN 13 2011
St- Coulnty, FL
17-MAY-2011 05:19 FROM:SOUTH InOST 7723446042 �-:4626443 P.1/1
�,_SsT. -LLI,C I I
COUNTY
rglnla Ave
FOrt PISMO, FL 34982
772-462-2172 Fax 772-"24MT
CERTIFICATE OF TERMITE TREWMENT
CONSTRUCrION SOIL TREATMENT
PERMIT #: Z,04:7 6 Z170 JOB ADDRESS: /,0 e ,vr J
BUILDER/CONTFkk&OR:. Atjy,..7,.4. g
PEST CONTROL CONTRACrOP.: ,5yp,-,4a 4!�Ddg,—
PEST CONTROL UCENSE za
we, Me underilsined, hereby cerdfy that we have pretrwted, the above. &xrlbed construcUon fbr
Subternneen temltes In a=rdance vvith the standards of the Naftnal Post Control Awedation.
square f�e ir area treatem.-
fttentage of soludon!
Date of Tmatment- - I"-- / 7- 4-.,, . .
__.Footing
_14 Treatment
-Re-Treat
-t)dVeW3y
_11t Treatment
Re -Treat
v 0 9. b a 4,W,7- AO .4x
Im Treavrent
Re -Treat
ChEMk2lS USW:
Total gallons umd.-
Time of Treatment.- ' 0,n &. gg�
_Slab
-0 Trament
-Re-Treat
-POOIS
_11t Trutment
.RL-Treat
for Mr@l InspecUon
Signature of Wenninator
Able: I?wv MLW bra awW&1vd&M & eed� mvuked&mftwtarA-&wftwtafidft &m mwbe &t dwja
S* to be phW qu by ft hlVad& at 070 Of MM ftWdCftfl Or 90 Sft� AWea*n WN WAAUF 0 re-#WpEXW
ke dwiged
PA?Vcfiftn of Wmzft A WCA&W m0ftntpOpift po." bv4AY
909 bw PMV*W ft mm" ApAwiff 7hWbw&g cavwm" as an* I"Uftd pmftcwm &Wbftnt is cwmzkw
pem" ft P&M-t & Apad ib fffid anoftr aW Ar Me bW&ft 0&"n? #ft 7he jhW&wt
CedffWv ~AVVA* ft pmd&tt w*4 kknW OF 0* OppAtMr, itm &W aWe of Me fmptowt, SKE hXgft� or"
befift4 deniftl OSO4 pem&,t awaoft"tpo aw nvmftr 9f9wakw W* to eFtgv&h a wrfiwe mcmd of
PVfted* &MhWfit- -If Me $Q#dWV&WAWdWAV&W4V tWM4WpVWhhn,&
& cwwktvdp9nr1b &W &aft appvml
St Lude Countv requirm, The tive final 1nvpKWn: f9r Co., a ftrmenent Sticker to be plawd an
V
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce,li'L 34982
772-462-2165
Fax 772-462-6443
Request for 30-Day Temporary Power Release
Date: 5�,rx-4 Permit Number:
Property Address: 100 MED �LORTL
j
THEUNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO TH. E
ABOVE DE SCRIBED PROPERTY, FOR A PE RIOD NOT TO EXCEED THIRTY (30) DAYS, FOR
THE, PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY
ACKNOWLEDGE ANI) AGREE AS FOLLOWS;
1. This temporary power release is requested for the above stated purpose only,
and there will be no occupancy (if any type, other than that perniitted by construction
during this time period.
2. As mlitness by our signatures, we hereby agree to abide by all terms and conditions
of this agreement, including Building Division Policy, wlljch is incorporated berein by reference.
I All conditions and requirements listed in the attached document entitled
"Requirementq for 30.T)ay Power for Testing" have been fulfilled and the premise is ready for compliance inspection.
4. All requests for an extension beyond 30 days must be made in writing to the Building Officialstating the reason
for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection
bas not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order.
WITKNEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND
THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE,
W1-0CH MAY ARISE NOW OR.1N THE FUTURE OUT OF THIS TRANSACTION, INCLUDING
ANY DAMAGE WHICH MAY BE, INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POW -WIN THE EVENT OFVIQLATION OF THIS AGREEMENT.
�>��_-M �
0ATE
2,
DATE
11,;5\ -2
T, CONTRACTOR SIGNATURE DA
DUNKUBERGER
engineering & testing, inc. sut-il Density Test Report
Project Name: Spanish Lakes Phase I Address:-1,00-Mediterranean North
Project Number: PSL-09-3011 (10.1)
Date T`es_fed--.3/3`/2`0-l7l
Client Name: Wynne Building Corporation Technician Initials: SM
8000 South US 1 #402 Report Date: 3/4/2011
Port St. Lucie FL 34953 Project Manager: Dave Youngstrom
Contact Number: (772) 343-9788
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
Maximum
Dry Density
(pcf)
Optimum
Moisture
Dry
Density
(pef)
Cone
Resistance'
(tsf)
Moisture
(%)
Minimum
Required
Compaction
M
Percent
maximum
Density
M
Test
Results
1
12
107
12
107.3
---
11.3
95
100
Pass
2
12
107
12
106.8
---
10.9
95
99.8
Pass
3
12
107
12
108.1
---
11.5
95
101
Pass
Type of Field Density Test: F ASTM D 1556 17 ASTM D 2922 F ASTM D 2937
Minimum Required Compaction Based on: P-1 AASHTO T-180 (ASTM D 1557) F AASHTO T-99 (ASTM D 698)
I- C6fti iid�fipd-rddht esdiff6t-ed- ffbff-ednie-f �e—netf diff6te-r Tuddir ig-615taiffe-d- Witlf --a Mir fa-rd--Ki lffi�[d Mddiff- S--214: Mfid-_lfeld
D,77T if,-Z
N&2_
e 7
1
1
0-12
Front of house pad (footing subgrade)
2
1
0-12
Center of house pad (slab subgrade)
3
1
1 0-12
Back of house pad (footing subgrade)
e tA 0 6 Z
J
Aqg
a
a
A, . , —
Elevation/Depth Referenced to:
Suvw-ge
_�e V -Z"
1
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:
J_ NGVD F MSL W Other: InclieS below top ot tooting orsk*,suDgracie
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field),..'(1)
St. Lucie County Building Department.'-94__�
lg,E. Dunkelberger, P.,E
Registration No. 49932
0 7 2011
The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G1 5-18011, of the Florida Administrative Code. This report is submitted as the confidential
property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regardto
subsurface exploration, recommendations or design are expressed by this firm.
Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10. 1) Pmgress Repodals PR 13
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIF JNTY
FILE # 3500117 01'---r,)K 3217 PAGE 2099, Recorded 07/30/A"-,,, at 01:47 PM
AFrER RFCORPING-RErURN TQ:. F
fERMITNUMBER,
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 of commencement.
1. DESCRIPTION PRQPER-TY (Legal description
OF and streei address) TAX FOLIO NUMBER, 3 4 3 4 - 5 0 1 -17 01 - 0 0 0 9
Spanish
SUBDIVISION take, IBLOCK------TRACTI--LOT-----BLDG_____yNIT,_
100 MED NORTH East Of S.2,cti2n 1,,tQWns1,iR 34s.pn 39E
J R W e F� -gp
2. GENERAL DESCRIPTION OF IMPROVEMENT: LY er R6 d
3. OWNER INFORMATION: a.Namc--Xynn:!1.,XTTM,�u
b.Add,"s 8000 S- USI, Suite 402, PSL, FL 34952 C. interest in propert
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporatio
8000 S. USI, suite 402, PSL, EL 34952 772-878-9511
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: raig War 1
C *
NAME, ADDRESS AND PHONE NUMBER: Las Clslet!,. PI- Pipre--,-, PT. 34951 772-466-1553
S. In addition to himselfor herself, Owner designates the following to receive a copy of the Uenor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date ofnodcc of commencement (the expiration date is I year from the date ofrecording unless a different date is
specified) .—;20—.
'7-5 Matthew Lyle Wynne, vice -President
Siprilur�..10 Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Pariner/Manager
StateoiFlarlda
Countyrif St- T-11 ie.
The foregoing instrument was acknowledged before me this ay of '20 10
By matthe4 LVIe Wvhne as
(Nameriflierson) (Type of authority ... e.g� Owner, officer, trustee. attorney in fact)
F.rWynne Building Corporation
(Name of party on behalf of whom instrument was executed) Personally Known-,-/., produced the following type of ID:
DOR07HY ANN HAMER
Notary Public - State of Florida
li%
'b0?-QTR!J &-V") 612 .1 My Comm. Expires Oct 2,2012
(Printed Name of Notary Public) (Sixnature �ofNq&y Public)
Commission# DO 827095
Banded Thitup Nalonit Notary Ann
Under penalties of perjury, I declare that I have read the foregoing and that the , [%
belief (section 92.525, Florida Statutes).
Signature(s er(s)orOwner )'Authorized OfficerADirector/Partner/Manager who signed above;
BY: By
R- 0813UM(R-dig)
ST67--� ri
. , - r - 4 L
ST. UIJC,�L-
Tr"IS' IS' 101 T- k-!AT TN�,:' 11Z A
By-
Dat
a
Code
Section
11 1
Will
WE
01/07
CORRECTION LIST
Code
No. DESCRIPfION Section
-2-
NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) ofthe project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5) psf
Roof live load (Table R301.6) D �f psf
Ground snow load A) psf
Basic wind speed tlio mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2. 1. 1) "CJ;_
Seismic design category SD�_
[Figure R301, , _ . kal
SDC C&D provisions (R301.2.2)
pr)nhA P! Al\lr\IINI(-, Pi=r)l llRF=lV1F=NTR Mimi thrminh R3n5)
A - - L &
Weathering area I'll r Is 1v
__YA
Frost line depth _�w J
Termite,ar6a
Decay area
v
Winter design temperalure -,7C/h 9,jJAj&A,_(2&
Ice barrier underlayment required -
Flood hazards APR`
I -
EXTERIOR WALL LOCATION (R302)
1 -hour rating for exterior walls located less
than 5 feet from lot line. (R302. 1, Table
R302. 1)
Exterior wall openings/penetrations and pro-
jections (R302. 1, Ta le R302. 1)
Use
Area
(ft)
Width
Average
ceiling
Minimum
ceiling
Natural*
light
Natural ventilation*
Living
120
T-0"
T.-O"
5'-0"
8% floor area
4% floor area
Dining
70
T-0"
T-0"
51-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
7'4"
5'-0"
8% floor area
4% floor area
Bedroom
70
T-0"
71-0"
51-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
T-0"
5�-O't
3 square feet
11/2 square feet
see SectOns R303.1 & R303.3 for mechanical ventilation and artificial light
6'-8" over plumbing fixtures.
Required heating (R303-8)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with -sink
Sanitary sewer (Chapter 30)
Private disposal (Appendix 1)
GLAZING
(R306)
Identification (R308.1)
Louveredwindows or jalousies (R308-2)
_94�uman impact loads/hazardous locations
R308.31R308.4)
Skylights and sloped glazing (R308.6)
GARAG S AND CARPORTS (R309)
No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
13/8" solid wood doors, 20-minute fire -rated
doors (R309. 1)
61��Penetrations
(R309. 1. 1, R309.1.2)
Garage-dwelling separation; 1/2" gypsum
board on garage side, except 5/,11 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 (R30,9.4)
EGR (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 = 4411 (R310.1 - R310.1.4)
khll' Window wells (R310.2)
Aif A -
1 11 Exit balconies (R311.2. 1)
Exit access or hallway-:� 3' (R311.3)
One exit from each dwelling unit (R311.4. 1)
_��1"'o'oo' At door �: (3'0" x 6'8") (R311.4.2)
Lanclings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise = 73/411; minimum tread =: 10" with
3/411-11/," nosing; minimum headroom = 6181,
(R311.5)
Landings for stairways; minimum dimension
36" (R311.5.4)
Special stairways (R311.5.8)
Ramp slope (1: 12 maximum) (R311.6)
Ramp landing, minimum 3'x 3'(R311.6.2)
Ramp handrails; one required if slope > 1:12
(�?311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
_AJ/ A-- Under stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height= 34"to 38"; TypelorTypellgrip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 30" above floor; 34"-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)
*i,soetbLabeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL CEILING FINISH (R315)
Slame spread (R315.1)
moke_aeveloped index (R315.2)
INSULATION (R316)
Flame spread (R316. 1)
Smoke -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)
Required (R318.1)
DECAY AND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319. 1,
R320. 1)
4 1 Quality mark (R319.2 and R320. 1. 1)
�
SI �EADDRESS (R321)
Premises identification (R321. 1)
'' I
ACCESS ILITY (R322)
��rAccessible dwelling units applicable (R322. 1)
ELEVATORS/PLATFORM LIFTS (R323)
Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
General (R324.1)
Hazard area and elevation requirements
(R324.2 and R324.3)
Design professional (R324.3.6)
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
7Z 5
Soil bearing value (R401.4, R403. 1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but:� footing thick-
ness (R403. 1. 1)
Footings in SDC C or D (R403.1.2, R403.1.3
and R 03.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, R403.1.4.1 and
R403.1.4.2)
Sill plate bolting in concrete/masonry = 1/21, di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 7" embedment (R403.1.6, Table
R404.1(2))
-Jkm& Footings adjacent to slopes (R403.1.7)
Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404. 1 (1) and R404.1(2)]
Masonry and concrete foundation walls
(R404. 1. 1, R404.1.2)
SDC D provisions (R404.1.4)
Maximum wall height [Tables R404. 1 (1) -
R404.1(3) and Tables R404. 1. 1 (1) -
R404.1.1(5)]
-4-
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS finchasla
LOAD -BEARING VALUE OF SOIL (Psf)
1,500 2,000 3,000 4,000
Conventional liq t-frarn construction
1-story
12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
4-inch brick veneer
over HIM frame or 8-inch hollow concrete masonry
1-story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully
grouted masonry
C-1-s-t-o-'r�__71 1
16
12
12
=-Story
29
_1
12
3 story
42
32
21
16
For Sl: I inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOU;�WION 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) -
R404.1.1(5)] ,,W407.2)
V Structural requirements (R407.3)
Minimum nominal wall thickness [Tables _V-7-
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - Anchorage (R407.3)
R404.1.1(5)] ki) I / Wood columns (minimum 411 square) (R407.3)
V___'�'Reinforcement size and spacing [Tables
R404.1.1(2) - R404.1.1(5)] All Steel columns (minimum 3" diameter, standard
I'-- weight) (R407.3)
Height above finished grade (R404.1.6)
Sill plate size (R404.3)
Al I 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*
(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 pt r 5)
Bearing (1.5" minimum on wood or metal; 31' on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleepiny areas, LL = 30 psf
[Table R502.3. I( )]
Joists - Nonslee ing areas, LL = 40 psf
1(y
[Table R502.3. )�
Cantilevered joists [Tables R502.3.3(l) and
R502.3.3(2)]
Girder spans and header spans for exterior
bearing walls [Table R502.5(l)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)]
Joists under bearing partitions (R502.4)
Lateral restraint and bridging (R502.7,
R502.7. 1)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (R502. 10)
Wood trusses (R502. 11)
Draftstopping (R502.12)
-5-
FLOORS (cont'd.)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
_N[k-Grade, (R503.2.1)
Thickness (R503.2. 1)
Allowable spans [Tables R503.2. 1. 1 (1) and
R503.2.1.1(2)]
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3. 1)
Thickness (R503.3.2)
Installation [Table R602.3(l)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/41,
gravel or '/," crushed stone (R504.2. 1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits; in -line
framing (R505.1)
Structural framing (R505.2)
Material (R505.2. 1)
Identification (R505.2.2)
Corrosion protection (R505.2.3)
4V7__ Fastening (R505.2.4)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
Thickness: 31/2" minimum; Concrete strength
R506. 1)
Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 241,
(R506.2. 1)
A)l - Base course: 4" graded with 211 maximum
:Zag.,gregate (R506.2.2)
V
Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL (R601)
Design (R601.2)
Component and cladding wind loads [Table
,',�W301.2(2)]
indows in windbome debris regions
(R301.2.1.2)
W70NSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-1
Exterior walls (R602.3)
tud spacing (R602,,J. I
.1nterior load -bearing walls (R6,02.4)
r
Ay�&nterior nonbearing walls: 211 x 311 at 24" o.c.
(or 21' x 41' flat at 16" o.c. (R602. � -.3,1
Drilling and notching - studs (R602.go
rilling and notching - top plate (R602..Iq 7. 1
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.2]
�:&S�Flreblocking (R602.8)
Cripple walls (R602.9)
Wall bracing method (R602. 10.1 and
r1auz. lu..5)
_&Lbwall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
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)
151
WALL CONSTRUCTION (contd.)
SHEAT NG (R604 and R605) INSULATING CONCRETE FORM WALL
Wood structural panels (R604) CONSTRUCTION (R611)
Particleboard (R605) General design (R611.1 and R611.2)
MASONRY CONSTRUCTION (R606 - R610) Type of ICF wall design (R611.3 - R611-5)
te"." General design (R606) Construction requirements (R611.7 - R611-9)
Ali&+ SDC C and D (R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION
Unit masonry (R607) (R612) Design basis (R612. 1)
k"M u ' Itiple wythe masonry (R608) WINDOWS & DOORS (R613)
Grouted masonry (R609)
General; window sills; performance; testing
Glass unit masonry (R610) �A�a(nd labeling (R613.%- R613.3.2
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5)
Plaster material (R702.2) Exterior plaster (R703.6)
Plaster support (R702.2. 1) Stone & masonry veneer (R703.7 & Figure
Gypsum board material (R702.3. 1) R703.7); Steel angle lintels-411 minimum bear-
ing each end (R703.7.3)
Gypsum board support, application and fas- Veneer ties: #9 U
tening (R702.3.2 - R702.3.8) AE_ .S. gage wire or #22 U.S.
gage by 7/811 corrugated metal; 24" o.c. maxi -
Ceramic tile (R702.4) mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet)
EXTERIOR WALL COVERING (R703) (R703.7.4. 1)
Water -resistive barrier (R703.2) Flashing (R703.7.5 and R703.8)
Wood siding (R703.3) Exterior insulation finish systems (R703.9)
Fiber cement siding (R703. 10)
Attachment and minimum thickness,(Table ip,
44T)R'703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GE ERA (R801) 01 Lateral support and bridging (R802.8)
Design (R801.2 and R801.3) Nit- Framing of openings (R802.9)
Component and cladding wind loads [Table V ood trusses (R802. 10)
R301.2(2)] _��"Roof tie -down (R802. 11)
ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)]
Fire -retardant -treated wood (R802.1.3) Without attic storage, LL = 1 Opsf
Framing details (R802.3) With attic storage LL 20psf
A) I A -Rafter tie (4'o.c.) (R802.3.1) Spacing
Collar ties (4' o.c., in upper third of attic) Species
(R802.3. 1) Grade
QA- Purlins (2" x 4" at 4'o.c. minimum)
(Figure R802.5. 1, R802.5. 1) :IzSpan
--r.1 An* -I- Size
Bearing (R802.6)
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 (ILL or snow)
Ceiling affached/ceiling not attached
Spacing
Species
Grade
Span
Size
Hc/HR; Adjustmentfactor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
_��Ilowable spans [Table R503.2. 1. 1 (1)]
In'stallation (R803.2.3)
STEEL ROOF FRAMING (R804)
A -
General (R804. 1)
Structural framing (R804.2)
Material (R804.2. 1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
\V Roof tie -down (R804.4)
ROOF TILATION (R806)
Vleintilation requirements (R806. 1, R806.2,
R806.4)
AT C el�'SS (R807)
�7Access requirements (807.1)
INSULATION CLEARANCE (R808)
ailr,6 nsulation requirements (R806.3, R808.1)
ROOF ASSEMBLIES (Chapter 9)
R=OOFC SIFICATION (R902)
RC
Roof covering materials (R902. 1)
WEATHER PROTECTION (R903)
lashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
MATERI S (R904)
—7Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
WAD --Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate and slate -type shingles (R905.6)
M/4- 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)
:AZ Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
General (R906. 1)
REROOFING (R907)
Nlkl- Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
Construction (Figure R1001. I and Table Wall thickness; �t 4" (R1003. 10)
R1001. 1) Flue lining - material/installation (R1003.11 and
SDC D reinforcing/anchorage (R1001.3 and R 1003.12)
R1001.4) Multiple flues (R1003.13)
Firebox walls and dimensions (R1001.5 and
R 100 1. 6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001. 11)
Mantel and trim (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1 003)
Construction (Table R1001. I, R1003.Z
R1003.3, and Figure R1001. 1)
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)
—k—k—Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
Listed and labeled (R 1005. 1)
MA -Installation (R1005.3 and R1005.4)
r .
EXTERIOR AIR SUPPLY (R1 006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
V/'C mpliance; material and equipment
N1101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
IV14
.,,Building envelope (NI102)
Vol' Mechanical systems (NI103)
MECHANICAL (Chapters 12-23)
_V"_�ppliance labeling (M1302, M1303)
���Appliance access (M1305, M1401)
ppliance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
k—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)
W
FUEL GAS (Chapter 24)
Application (G2401.1)
sw—"n— I
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Clearances (G2409)
Electrical and electrical bonding (G2410,
G2411)
Z5�ater service location and depth (P2603,
P'2604)
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)
AWk—pipe sizing (G2413)
I
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
(G2425 - G2428)
Misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
Backwater valves (P3008)
Fixture traps (P3201)
Penetrations of fire -resistance rated assem-
blies (R317.3)
ELECTRICAL (Chapters 33-42).
Penetrations of fire -resistance rated assem-
blies (E3302.2)
isted and labeled materials (E3303)
Service equipment and location (E3501,
E3506)
V/1", S-ervice size and load calculations (E3502)
';�vailable fault current (E3506)
.S"'ystem grounding (E3507)
Required branch'circuits (E3603)
1��Feeder requirements and load calculations
(E3604)
Wiring methods (Chapter 37)
Required lighting and receptacle outlets
(E3801, E3803)
Devices and lighting fixtures (Chapter 39)
Appliance installation (Chapter40)
4— Swimming pools (Chapter 41)
-lim-
jk Class 2 remote -control, signaling and power
6 ' - ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
N/k—Provisions adopted (R102.5)
i -
&[&� 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)
rovisions adopted (R102.5) A)l eCompliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Provisions adopted (R102.5)
Nkcompliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
i . Provisions adopted (R102.5)
JV Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
_AileProvisions adopted (R102.5)
NOTES
Compliance with Appendix K verified
-11-
NOTES (cont'd.)
-12-
St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynne PeveloPment Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 100 MED NORTH
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the' sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Coniractor
St. Lucie County/
State of Florida
License Number
Electrical
S & W Electric, Inc.
2 0 4 9
ER000941..6..
Plumbing
pn _y ro-
Lindguist Plumbing & 'Su 1
1 C)i c;a
CFC057672
HVAC/
Mechanical
Comfort Control of St. Lucie
8288
County, Inc.
CACO24379
Roofing
Treasure Coast Roofincr,LLC
19 . 4.96.
RC29027087
Gas
PERMIT I I CC)
NUMBER: 1� ISSUE DATE:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BLTILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor' Certification Number: C20!5�s
State of Florida Certification Number (if applicable): _E'.Q (OC2
..1-1
t4i C-:- le C�-r I^c , -E-Y)(
(Company Name/Individual Name)
have agreed to be the
le r— � ri ca I sub -contractor for Wwo V�) " V,/ Y",�
(Type of Trade) — (Primary Contractor) CO(ID -
for the project located at 100 MED NORTH
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning
Department
of St. Lucie County by personally filing a Change of Contractor not'
ID ice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORI G NAILL SIGNATURES AIIU RXQUIRED
I N 4AT
PRINT NWE
Business Name: — (5 1 een �r; C C_
Address: .501 2OC&
City/State/Zip: Ei:
Phone:
email:
OFFICE USE ONLY!
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 19150
State of Florida Certification Number (If applicable):
CFC057672
Lindquist Plumbing & SupplY CO., Inc- have agreed to be the
(Company N ame/1 ndivi dual Name) '
P lumb ing sub-coniractor for Wynne Development Cori?
(Type of"Frade) (Primary Cont.ractor)
for the project located at — 10 0 MED . � NORTH
(Pro�lect Street Address or Property Tax ID 'I)
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)
ORICANAL SICNATURES ARE Rf"'QUIRED
Robert A. Case
TATT-TRE PRINTNAME DATE
Business Name: Lindquist Plumbing & Supply Co., Inc.
Address: 3185 Sneed Road
Citv/State/Zip: Fort Pierce, Fl. 34945
Phone: (772) 461-1969 email:
C)lPVTC'F lTqF. C)NT,V-
PERMIT # ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 8288
State of Florida Certification Number (If applicable): CACO24379
Comfort Control of St. Lucie County, 1n.Jhpve agreed tobe the
(Company Name/Individual Name)
air conditionin
(Type of Trade)
for the project located at
sub -contractor for Wynne Development Cnrpc) ation
(primary Contractor)
100 MED NORTH
(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 SIGNATIMES ARE ItEQUFRED.
Barry Zimmerman
PRINTNAME DA-PE
Business Comfort Control of St. Lucie County, Tnc.
Address: 1501 Biltmore Str6et
City/State/Zip: P'ort Saint Lucie, FL 34983
.Phone: 772-785-9010 — email: - —
OFFICE USE ONLY:
ISSUE DAT
PERMIT #
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: —19 4 9 6
State of Florida Certification Number (if applicable): RC29027087
Treasure Coast Roofing., T,T.(' have agreed to be the
(Company Name/Individual Name)
roof ing sub -contractor for Wynne Development Cor
(Type of Trade) (Primary Contractor)
for the project located at 100 MED NORTH
(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
__z aj�,�z � Pria J_ Maloney
SIGNAT—UP&Z PRINT NAME
Business Name: Treasure Coast Roofing, LLC
Address: 1816SW Biltmore St.
City/State/Zip: Port St- Luzie, FL '14984
Phone: 772-343—aini 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: 1 o o MED NORTH
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. Ri accepting
this Final Development Permit, BP Number , I acknowledge that as owner of
the above described property, and in accordance with Section 7.04.01 (D), St. Lucie County
Land Development Code, I shall be responsible for assuring adequate drainage so that the
immediate community WILL NOT be adversely affected. I further acknowledge that in
granting this permit for the development of this property, St. Lucie County is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lyle Wynne
Property Owner Name Property Owner Signature Date
STATE OF FLOREDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS c
Z3—DAY OF 120
E
By -Matthew Lyle Wynne WHO RSONALLY KNOW 0 ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
6u-a4-'Q� 0--V�
0
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
(SCAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
DOROTHY ANN HAFNER
sil; y P Y4 r", - State of florida
""s- Notary Public
My comm.. Expires Oct 2, 20112
Commission * DD 827096
M-9
"119:R19V Bonded Through Nation it Notary Assn.
MiTek
POWER TO PERFORM."
RE: M1 1301 - Grand Carlton
04�:)
Site Information:
Customer Info: Wynne Building Corp.
Lot/Block:
Address: n/a
City: Port St. Lucie
Project Name: Carlton 61' Model:
Subdivision:
State: FL
M!Tek Industries, Inc.
6904 Parke East Blvd.
Tampa, FL 336104115
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
Z:>
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.
I Seal#
I Truss Name
I Date
No.
I Seal#
I Truss Name
Date
I I
IT3809484
I A5
17/16/01 0�
18
IT3809501
1KJ8
7/16/0101
12
IT3 09485
1 A6
17/16/010
13
IT3809486
I A7
17/16/010
14
IT3809487
I A8
17/16/010
15
IT3809488
JA9
17/16/0101
16
IT3809489
JA
17/16/0101
17
IT3809490
I GRA
17/16/010
18
IT3809491
I GRB
17/16/010
19
IT3809492
JJ1
17/16/010
110
IT3809493
JJ2
17/16/010
I'll
IT3809494
JJ3
17/16/010
112
IT3809495
JJ4 17/16/010
113
IT3809496
JJ5 17/16/0101
114
IT3809497
JJ6 17/16/010
115
IT3809498
1J7 17/16/010
116
IT3809499
JJ8 17/16/010
117
IT3809500 IKJ7
17/16/010
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2011.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
components shown. The suitability and use of this component
fc;r any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Sec. 2.
% %
A�Z
0
�V. STATE OF 1JJ
A
4.0 R N $'
01 %
%
N
1#1111110**
FL Cert. 6634
July 16,2010
Albani, Thomas 1 of I
Job
Truss
Truss ype
City
Ply
Grand Carlton
T3809484
M 1 V301
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
7-8-5 17-0-0 --I
i 9�1—
26-4-0 34-0-0
F1'—o
1 - "
-01 7-8-5 B
6-5-12
_?��
5-11-8 7-8-0 1-0-0
Scale 1:61.3
4. 00 F1 _2 5x8 IVIII20=
6 2X3 M 1120 11
2x3 '120' 1
2x3 M1120 11
Us M1120-- 7
3xs M'120—
3x6 M112OZz
WIVII12OZz 4 5
8 3x4 IV11120--
3 3
9
2 14
1
10
xj 0 M
WO WIN= 15
0 1(;
6 16
6
WO IVI[1205�- 13
12 a(6 101120zz::
2.00 F1_2 5x10 M1120= 2x3 M 1120 11
10-6-4 20-4-8
26-4-0 34-0-0
10-6-4 9-10-4
5-11-8 7-8-0
Plate Offsets MY): [2:0-3-11,0-1-81, r10:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl 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
WEI 0.48
Horz(TL) 0.45
10 n/a. n/a.
BCDL 10.0
Code FBC20071TPI2002
(Matrix)
Weight: 154 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 2-4-3 oc, purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
I 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
[Installation
guide.
REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max Uplift2=-858(LC 3), 10=-858(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908. 6-7=-2471/1445, 7-9=-2520/1368,
9-1 0=-3169/1750
BOTCHORD 2-14=-2965/5275, 13-14=- 1013/2184, 12-13=-1 53112933, 10-12=- 1531/2933
WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1 82713309, 6-13=-342/543. 9-13=-664/55 1.
9-12=0/252
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust): TCDL=4.2psf; BCDL--3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
0 49
\cEN&*-.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 BCDIL = 10.Opsf.
6 3938
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI[TPl 1 angle to grain formula. Building designer
should verify capacityxf
beafing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=858—� MX
1 0=858.
ATE
0
LOAD CASE(S) Standard
R
'11JI1111111"%
FL Cert. 6634
L
July 16,201
WARWMG- Verifib d�lqnr�riwtem "dREADN07ESONTHrSAAIDHXLUDEDMTEKPBFBRFNCEPAGBLffr 7473 r�, 10-USBEPOPBUSB.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component.
Applicability of designparamenters 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 comtruction 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
— — _
fabricatiorL 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 hstitute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809485
M11301
A6
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:31 2010 Page
8-11-11 5 9-' 4-81
1 1 L-�-10- 1�
L6
6,4-0 34-0-0 5-0
8-11-11 . 4�0-0 1�4 _,
_ 1_, i
5 7-8-0 1 -r-0
Scale= 1:62.6
4. 00 F1 —2 5XIO IVIII20-- 5x6 IV11120--
5 6
2X3 IV!112V�
3X6 M 1120::7-
3x4 IV!1120zz�
4
3X6 IVIII20--
3
7
8
2 14
9
10
6x8 M1120= 13
3X10 IVIII20== W M1120zz 12
11 3X6 M1120-- 6
2. 00 F1 —2 5x6 M1120=
2X3 M1120 11
10-6-4 20-4-8
25��, 41-0i 34-0-0
.0-1 �0
10-6-4 5-4-8
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
LOADING (psf)
SPACING 2-0-0
CS]
DIEFIL 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
BCLIL 0.0
Rep Stress Incr YES
WEI 0.91
Horz(TL) 0.41
9 n/a n/a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 152 lb
�IUIVIBER 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.
TOP CHORD 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=-764/601,
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;
DOL=1.33 DOL=1.33
MWFRS (low-rise); Lumber �,S A.
plate grip
3) Provide adequate drainage to prevent water ponding.
...........
\GEN&*-.
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 fC
between the bottom chord and any other members.
6 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacitytf
beading surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=875=
9=875.
LOAD CASE(S) Standard
All
0 R
ON
"III
Its
FL Cert. 6634
July 16,201 11
AWAPWM-V-4fijd�19.p��f—�dRFA NOTES ON THIS AND MCLUDED MTEKREFFAENCE PAGE MI-7473 �. 10-'08 REFORB US&
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 clesignparamenters and proper Incorporation of component Is responsibility of building designer- not ftLiss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the
MiTek"
erector. Addifional perrnanent bracing of the overall structure Is the responsibility of the bulldlng designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIjTPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, AJexanddcL VA 22314.
Tampa, FIL 33610-4116
Job
Trus
Truss ype
Oty
Ply
rand Carlt n
T3BO9486
M1 1pi
A7
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:33 2010 Page
B-11-9 3�1' 0 21-0-0
L4
1 4-0 34-00 $5-O-Q
B-11-9 3 8-0-0
5.14_0 7-8-0 '1 -0-d
Scale 1:62.6
4x8 M1120:::-
4X8 M1120��
4. 00 F1 _2 4 5
2X3 IV`11120��
3
3x4 M1120--
2
7
8
9
7xB M1120=
3XI 0 MI 120::: 10
9 3X6 M1120--
2. 00 F1 _2 5x12 M1120=
2x3 M1120 11
10-6-4 13 0 0-4-8
26-4-0 34-0-0
10-6-4 _1, 7.4.8
5-11-8 7-8-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, r7:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.77
Vert(LQ 0.66
2-11 >602 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TQ -1.1310-11
>355 240
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TQ 0.41
7 n/a n/a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 146 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 *Except* TOPCHORD
Structural wood sheathing directly applied or 2-6-7 oc purlins.
1-4:2 X 4 SYP M 31 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2 X 4 SYP M 30 WEBS
1 Row at micipt 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 Uplfft2=-890(LC 3), 7-889(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 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=01255
NOTES
1) Unbalanced roof live loads have been considered for this design.
tt,11111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
A.
DOL=11.33 plate grip DOL=1.33
�'s
'9"'
3) Provide adequate drainage to prevent water poncling.
..........
-'\ G E N
4) This truss has been designed for a 10.0 PSI bottom chord live load nonconcurrent with arry 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 f'
between the bottom chord and any other members. A-0--3 9 3 8 0
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityXf
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=890:
7=889.
-
AT
LOAD CASE(S) Standard
-0
#0 0 R
/ON Ak-1110%
1101111111
FL Cert. 6634
July 16,201
A WARAMG- Verifij d�lgnjp�a� �dPPAD NOTES OR THIS AND INCLUDED MTEKREPERENCERAGE1471-7473 r�. 10-MBEPORS USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Icability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsloillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
- P-1—
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[rPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Insfithute, 781 N. Lee Street, Suite 312. Aexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
City
Ply
Grand Carlt n
T3809487
M11301
A8
SPECIAL
1
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MITek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
8-11-9 -84
0 5
0� 14-
12t
00 �1 -3 10-
0 �i�T 23.
8-11-9
4.-1.-4 7!1�101
.3 9-6:0
Scale 1:62.6
5x6 M1120=
2x3M112011 5x10MII20--
3x4 M1120=
4. 00 F1 2—
2X3 M]1201�, 4 5
6 7
2 x3 M 112 0,,,
8
V
2
13
9
10
Z
2
6 7X8 M1120=
7
0
6
WO M1120=:
12 11 3X6 M1120-zz�
2.00 [1-2
5x12 M1120= 3x4 IV11120=
10-6-4 20-4-8
' 0 34-0-0
L2
10-6-4 9-10-4
-�7_:l IQ 11-0-0
Plate Offsets (X,Y): T2:0-4-4,Edgel, [7:0-5-0,0-2-01, f9:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
IVIII20 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(TL) -1.21 12-13 >331 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.42 9 n/a. n/a.
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 151 lb
CUMBER
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.
BOTCHORD 2 X4 SYP M 30
MiTelk 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=-4985/305114-5=-4327/2666, 5-6=-2687/1741,
6-7=-2687/1741,
7-8=-2623/1654, 8-9=-2960/1878
BOTCHORD 2-13=-3086/5036,12-13=-211813556,11-12=-1324/2454, 9-11=-1648/2750
WEBS 3-13=-357/48414-13=-933/1546, 5-13=-426/922, 5-12=-10311734, 7-12=-346/505,
7-11 =-246/432, 8-11 =-402/435
NOTES
1) Unbalanced roof live loads have been considered for this design.
t%J111111111,1111
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 re
A.
DOL--1.33 plate grip DOL=1.33
�,S
3) Provide adequate drainage to prevent water poncling.
G EN
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'
between the bottom chord and any other members.
4-6-39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain
formula. Building designer should verify Gapacityff *
beating surface.
7) Provide beating
: (t
100 lb 2=902--
mechanical connection (by others) of truss to plate capable of withstanding uplift at joint(s) except Ot=lb)
9=902.
ATE
LOAD CASE(S) Standard
0 R
%%
ONM-
FL Cert. 6634
July 16,201
I&WARMNG-Ver,lfljd-ig.p--�t�—dRPA NOTES ON MIS AND IMCLUDEJ) MTEKREFERENCEPAGE JW1 7473 r�. 10-'08 ]BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design paramenters and proper incorporation of component Isresponsibility 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"
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
�to
.... . .....
fob a
rtcafi rL quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sat ally Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus
russ Type
Ot
y
ran ar n
T3809488
MI.,001
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
M-0 4 0'8
1-0 5 '-
5 0 34-0-0 $5-0-Q
Q-01 9-0-0 T� 4 T
M1 9-0-0 '1-o-O'
Scale 1:62.6
7x10 M1118H,::-
4.00 F1-2 3x6 M1120= 2X3 M 1120 11
7x10 M1118H--
3 4 5
6
2
1
7
8 7
6 7x14 M11181-1-
3X1 0 M 1120�:: 10
9 3X6 IVIII20--
2. 00 F1 —2 5x12 M]IIBH=
2X3 IVIII20 I
10-6-4 20-4-8 '0 34-0-0
L' 0 0 L5
10-6-4 9-10-4 1 2-T�
2--�TO 9-0-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [3:0-5-0,0-2-01, f6:0-5-0.0-2-01, [7:0-3-14.0-1-81
LOADING (psf)l
SPACING 2-0-0
CS1
DEFL in
(loo) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.80
Vert(LI-) 0.9310-11
>431 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.97
Vert(rL) -1.5610-11
>256 240
M1118H 195/188
BCLIL 0.0
Rep Stress Incr YES
W13 0.88
Horz(TL) 0.51
7 n/a n/a
BCDIL 10.0
Code FBC2007/TPI2002
(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
I
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz2=-92(LC 6)
Max Upifft2=-912(LC 3), 7=-912(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (1b) 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=-3095/5007,10-11=-2849/4602,9-10=-1615/2738,7-9=-1615/2730
WEBS 3-11=-973/1926,4-11=-993/1882,4-10=-1495/1050,6-10=-438/825, 6-9-2/269
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp 0; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
3) Provide adequate drainage to prevent water ponding.
ttItli,11111111111
A.
4) All plates are MT20 plates unless otherwise indicated.
":, ,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. b
6) * This been designed
truss has 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 6 393��8O—
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift'atioint(s) except at=lb) 2=91= .2
7=912.
Z
LOAD CASE(S) Standard
ATE
All
0
R
0NA0--"0%%
FL Cert. 6634
July 16,201
A WARNING- Verifijd�lgnj�a� �dRFAD NOTES ON THISANDINCLUDJEDMT1WREPRIZENCE PAGE DUI-7473 �-v. 10-'OSBEFORB USE
Design valid for useonly with MiTelk connectors. This design Is based only upon parameters showr� and is for an Individual building component.
Mlcablity of design peramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown
PrIlateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the
Dal
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, DSH-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Nexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
Trus
Truss ype
aty
Ply
Grand Carlt n
T3809489
M11301
A
COMMON
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:28 2010 Page
12-4-13 7-0-0 21-7-3
"10 -0 �6 11 14
�7-4-3 34-0-0 -
3� 5-9-0 3 4-7-3
5_,.o 6-7-13 1-0-0
Scale 1:59.4
4.00 F1-2 4x5 M1120=
6 19
2X3 M 1120 11 18
2x3 M1120 11
3x6 IVIII20-- 5
7 3X6 IV[1120zz�
3X4 M[120::- 4
8 3X4 M1120--
3
9
2
10
C�
3x8 M1120=: 17 16 15 20 21 14 13 12 3X8 M1120=
2x3 M1120 11 4x6 M1120= &B M1120= 3x8 M1120= 4x6 M1120= 2X3 M1120 11
6-7-13 12-4-13 21-7-3
27-4-3 3 -0-0
5_9_F
6-7-13 9-2-7
64
5-9-0 -7-13
LOADING (psf)i
SPACING 2-0-0
CS1
DEFIL in
(too) I/dell Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.41
Vert(LL) -0.38
14-15 >999 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.70
Vert(TL) -0.82
14-15 >486 240
BCLIL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16
10 n/a. n/a
BCDIL 10.0
Code FBC2007/TPI2002
(Matdx)
Weight: 163 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc, purlins.
BOTCHORD 2 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), 10-880(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3400/1847, 3-5=-2844/1510, 6-6=-2837/1618, 6-7=-2837/1618, 7-9=-2844/1509,
9-1 0=-3400/1848
BOTCHORD 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
11) 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;
1j,1111111111111
MWFRS (low-rise); Lumber
A.
DOL=1.33 plate grip DOL=1.33
NS 14 4,�
........
&
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for live load
.
a 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 = 1 O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=880� W6 39380
1 0=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
responsibility of others. :fcc
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or b ack (B).
ATE -Z
LOAD CASE(S) Standard
All
1) Regular: Lumber Increase=1.25, Plate lncrease=1.25
0 R
Uniform Loads (plf)
Vert: 1-6=-54, 6-11 =-54, 2-20=-20, 20-21 =-601 10-21 =-20
...*
Concentrated Loads (b)
Vert: 18=-50(F) 19=-50(F)
FL Cert. 6634
July 16,201
A WAPJYMG- V-1ftj d�i4vip�a— —dRBAD NOTES ONTHISAAW INCLUDED JlffTEKPEFERENCEPAGBAff1 7473 rm. 10-'OSBUORB 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
of design paramenters and proper Incorporation of component is responsibility of bullding designer gner.
Ap - not truss clesi Bracing shown
is tgIcability
lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction isthe responsibility 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
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, AJexandda, VA 22314.
Tampa, FIL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809490
M11301
GRA
HIP
1
1
%
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page 1
8-0-0 11 -t10 11- -0 �2 2 2
0;Z1 34-0-0
11,8-601
3.1. %6
- 10- 8-0-0 6 3_ 8-0-0
Top chord must be braced by end jatilffi, 1:61.2
roof diaphragm, or properly connected
05 M1120= purlins as shown.
7x8 MI 120
7X12 101120�� 17 6x12 IVIII20zz�
19
4 3x6 M112
4. 00 F1 —2
3 120
182 21
NEI
10
C� U) 2 22 23
J7
25
26 24 3x5 M1120=
3X6 M1120= 7x8 M[120= US IVII 120
3x5MI12011 6x8MI120= 3X6 M1120=
i3l --11--00 18-6-0 26-0-0 34-0-0
7-5-0 7-6-0 8-0-0
Plate Offsets (X,Y): [2:0-2-4,0-1-81,[3:0-5-0,Edqel,[21:0-5-0,Edqel,[22:0-2-4,0-1-81,[27:0-3-8,0-3-01
LOADING (pso
SPACING 2-0-0
CSI
DEFIL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.98
Vert(LL) 0.14 22-24 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.51
Vert(TL) -0.24 2-29 >533 240
BCLL 0.0
Rep Stress Incr NO
WB 0.72
Horz(rL) 0.03 22 n1a n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 194 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOTCHORD 2 X 4 SYP M 30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0.
(lb) - Max Harz 2=-154(LC 6)
MaxUpfift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27-1384(LC 5),
26=-1697(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.
TOPCHORD 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, tt%1111111111111
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, A
9-11=-521411, 11-14=-123/474,14-17=-45/344,17-19=-93/279
BOTCHORD 2-29=-342/438, 28-29=-282/344. 27-28=-282/344, 26-27=-688/581, 25-26=-354/461,
\G E Ns
24-25=-354/461,22-24=-1 144/1704
WEBS 3-29=-523/811, 3-27=-1 452/1126, &27=-526/667 1 5-26=-4821421, 13-26=-832f7l 0,
P-1 3938
18-26=-1876/1617,18-24=-1020/1544, 4-5=-440/524,19-20=-238/314,14-15=-472/441
NOTES
1) Unbalanced roof live loads have been considered for this design. MCC
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
ATE
DOL=1.33 plate grip DOL=1.33 .0
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x3 M1120 unless otherwise indicated.
.........
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
110
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. if litliti
7) Pro�icle mechanical connection (by others) of truss to bearing plate capable of Withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint
27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22.
8) Graphical purlin representation does not depict the size or the orientation of the purlin 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
2640-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010
responsibility of others.
WARNING - Valfii d�lg. P—f— —d READ NOTES ON MIS AAD INCLUDED ME&KPEPBRENCE PAGE Dffl- 7473 �. 10-'08 BEFORE VS&
Design valid for use only with MiTek connectors. 1his design Is based only upon parameters shown. and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibilily of the building designer. For general guidance regarding
fabricatiom quality control, storage, delivery, erection and bracing, consult ANSI1TPII 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, Aexandria, VA 22314.
Tampa, FL 33610-4115
M1 1301 1 GRA
HIP
Type I Qty I ply
34982
7.140 s Oct
LOAD CASE(S) Standard
1) gegular: Lumber Increase=11.25, Plate lncrease=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)
%% tt,11111111111
_Or�,S A.
"X
6 39 8
Mir
*tu
ATE
A,
0 R )l
FL Cert. 6634
July 16,2010
A WARMNG. V�4ftid�igp...t�.dRPADATOTESOM7UlSAIVD INCLUDED MTEICREPERENCEPAGBINI 7473 rev. 10-'08BEFORB USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
k"
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/TPIl 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, Alexandra, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
Oty
Ply
rand Carlt n
T3809491
M 11 f301
GRB
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
1 "-01 7-0-11 13-8-14 20-4-0 27-0-0 14-OTO -
?1� 4
. .6 '1.,%
1-0 6-8-14 6-7-2 6-8-0 0
Scale 1:60.5
4.00 [1-2 WO IVIIIISH�� 3x8 M1120= 6x10 M1120--
3x6 IV11120= 2x3 M1120 11
3 16 17 a 4 5 19 20 6 21 22 23 7
8
C, 2 1� r7 9
3x6 M 1 120:;� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 MI]20=
2x3 M1120 11 4x6 M1120= 3A M1120= 7x8 M1120= 3x6MI120= 2x3M[12011
7-0-0 8-1 4 20-4-0 27-0-0 4�OTO
16�11--14 17.
7-0-0 6-7-2 6-8-0 0 I
Plate Offsets (X,Y): [2:0-3-14.0-1-81, [3:0-5-0,0-2-01, [4:0-3-8,0-1-81, [7:0-5-0,0-2-01
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in (loc) I/def] Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.87
Vert(LL) 0.21 13-15 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.69
Vert(TL) -0.4013-15 >593 240
M1118H 195/188
BCLL 0.0
Rep Stress Incr NO
WB 1.00
Horz(TL) 0.10 8 n1a. n/a
BCDL 10.0
Code FBC2007ITP12002
(Matrix)
Weight: 148 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12,7-12
MiTek recommends that Stabilizers and required cross bracing be
installed dudng truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=59210-8-0
Max Horz2=77(LC 5)
Max Uplfft2=-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 (115) or less except when shown.
TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299,4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/972,8-10=-454/934
WEBS 3-15=-14gf784,3-13=-862/552.4-13=-82f779, 4-12=-3806/2345, 6-12=-8091766,
7-12=-2675/1602, 7-10=-138f762
NOTES
1) Unbalanced roof live loads have been considered for this design.
A
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL--3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �'s
** :.,. .
DOL=11.33 plate gdp DOL=1.33 E NJ
3) Provide adequate drainage to water
prevent ponding. 4�1 %
4) All plates are MT20 plates unless otherwise indicated. ---
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6 39380
6) * 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 willap
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 jointz;�4�...
and 459 lb uplift at joint 8.
8) Hanger(s) device(s) be
'(D ATE
or other connection shall provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0,,-10
115 lb down and 128 lb up at 9-0-12,115 Ito down and 128 lb up at 11-0-12,115 lb down and 128 lb up at 13-0-12,115 lb down and 12$
lbupat 15-0-12,115 lb down and 128 lb up at 17-0-0,115 lb down and 128 Ib up at 18-11-4,115 lb down and 128 lb up at 20-11-4,116
lbdownandl281bupat 22-11-4,andll5lbdownandl281bupat 24-11-4,andl46[bdownandl47]bupat 27-0-0 on top chord, and %
4371bdownandl96]bupat 7-0-0,901bdownat 9-0-12,901bdownat 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12 901b /0
N M-
11111
dqwnat 17-0-0,901bdownat 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,anc[4371bd'�wnand 1111110%
1961bupat 26-11-4onbottorn chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634
LOAD CASE(S) Standard
July 16,201
Continued on page 2
AWARNMG- VeHfyd-1g.p--,f— arad REW NOTES ON THFS,0MMCL0DEDbffTEKR2FFMWL' PAGE MI-7473 rm 10-'OSBEFOPE USE
Design valid for use only with MITek connectors. WLs design is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. ror general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informallon available from Truss Plate Institute, 781 N. Lee Street. Suite 31Z Adexandria, VA 22314.
Tampa, rL 33610-4115
Job I Truss I Truss Type I Qty I Ply I Grand Carlton T3809491
Mi 1301 GRB HIP
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-7=-54,7-9=-54' 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-115(B) 17=-115(B) 18=-1 15(13) 19=-1 15(B) 20=-1 15(B) 21=-115(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(8) 31=-45(B) 32=-45(B)
%0ts I I I I I Ill"
A . .
%%0
N&
6 3938
Mrc
'441
ATE
4 0 R
0 N A
40"111111111110%
F FL Cert. 6634 1
July 16,201
Ak WARMNG- V�Hftjd-lgnjp�ma� —dREADNOMS ON THIS AND INCLUDED JWTEK REFERENCE PAGE MI 7473 r�. 10-'OSBEFOPE 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 responsloOlity of the
MiTek"
�to
ere r. Additional permanent bracing of the overall structure Is the respandbility of the building designer. For general gUdance regarding
fob rication, quality control, storage, delivery, erection and bracing, consult ANSIflPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sat ety information available from Truss Plate Institute, 781 N. Lee Street. Suite 312 Alexandria, VA 22314.
Tampa, FL 33610-4115
M11301 A MONO TRUSS 14 1 1 Job Reference (optional)
6hambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries. Inc. Fri Jul 16 14:47:40 2010
1 _&O
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
3A M1120=
1-0-0
1-0-0
Scale = 1:6.21
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLIL 0.0
BCDIL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP12002
CS1
TC 0.17
BC 0.03
WB 0.00
(Matrix)
DEF in
VertilLL) 0.00
Vert(TL) -0.00
Horz(TL) 0.00
([cc) I/defi Ud
2 >999 360
2 >999 240
n/a n1a
PLATES GRIP
M1120 249/190
Weight: 5 lb
UUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 1 -0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical
Max Horz2=66(LC 3)
Max Uplift2=-190(LC 3)
Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2)
FORCES (1b) - Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. II: 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 20.0psf 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. A
LOAD CASE(S) Standard
0 39380
Mcc Z
TE lu
..0 4u
F FL Cert.
July 16,201
,&WARMM-Ve,!fijd�ig.p—a-etm;=idREA N07WS ON THIS AND INCLURED AffTFXREFPJZBNCB PAGBMI-7473 �. 10-'08 BEFORE USE.
Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
MR,
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not tam 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
Welk"
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 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 Trus Truss Type Qty Ply rand Carlt n
T3809493
M11601 J2 MONO TRUSS 4 1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MlTek 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 FIT
2
c
7
1
3X4 M1120= 4
2-0-0
2-0-0
LOADING (pso SPACING 2-0-0 CS1 DEFIL in (too) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(I-L) -0.00 2 >999 360 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TI-) -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 FBC2007ITP12002 (Matfix) Weight: 8 lb
LIJMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max UpIift2=-165(LC 3), 3=-34(LC 4)
Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate gdp 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 beading plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3.
A.
LOAD CASE(S) Standard 'e,
E N
39380
*4/
STATE
AN
0 R \D-
/0 %%
'0 N A\ -
FL Cert. 6634
July 16,201(
A& WARAUNG- V-% d�lg.p�et� and READ NOTES ON 7711SAIVDINCLUDFDMTEKREPERBNCEPAGBbff1-74" �. 10-'OS BEFORE USE
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component.
Applicability of cle�slgnparamenters 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 dwing construction is the responsbiill!tV 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 rication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Btvd.
Saf ely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
M1*01 J3 MONO TRUSS
3-0-0
3x4 M1120=
Scale = 1:9.61
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2;0
.�()
Plates Increase 5
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP12002
I CSI
TC 0.26
BC 0.11
W13 0.00
(Matrix)
DEF 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: 11 lb
LIJIVIBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3--49/Mechanical, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max Llpiffl�48(!-C 4), 2=-204(LC 3)
Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph-(3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. t%tJ111111111,
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
LOAD CASE(S) Standard
E N &
39380
:!Cc
TE
A,
R
N A
FL Celt 6634 1
July 16,201
,& WAMM - Vniry desig. p�..t� d READ NOTHS ON MIS AND nVCL UDED DffTEKREFPJZWCE PAGEM1. 7473 �. 10-'08 REPOPE USE,
Design valid for use orily with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component.
NO,
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 construicilon is the responsibillity of the
MOW
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314.
Tampa, FL 33610-4115
m 1 t3ol J4 MONO TRUSS
Fort Pierce Fl. 34982 7.140 s Oct 1 2009
-1-0-0 4-0-0
1.0-0 4-0-0
3)(4 IV11120=
WKEIEMAZA V1111"
Scale = 1:1
4-0-0
4-0-0
LOADING (pso
SPACING
2-0-0
CS1
DEFIL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.26
Vert(LL)
-0.01
2-4
>999
360
M1120 249/190
TCDL 7.0
Lumber Increase
1.25
BC 0.21
Vert(rL)
-0.02
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 FBC2007/TPI2002
(Matrix)
Weight: 14 lb
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
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.
BRACING
TOPCHORD Structural wood sheathing directly applied or 4-0-0 oc, purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 1140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. t1tJ11111111111,
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. % A
LOAD CASE(S) Standard
%, N
6 39 80
Miz
ATE Z
0 R
%
N A1-
FL Cert. 6634 1
July 16,201
A WARNING - V-4fii d�19.p—t— andREAD NOTBS ONTHISAND MCLUDRD MrEKRBFERENCE PAGE WI 7473 mw. 10-108 BF -FORE USE,
Design valid for use onlywith MiTek connectors. This design Is based only upon parameters shown, and isforanind[vidual building component.
Will
Applicability of design paromenters, and proper incorporation of component is responsibility of building designer - not ftuss 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
--l—
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[rPIl Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria VA 22314.
Tampa, FIL 33610-4115
Job Truss uss Type Qty Ply Grand Carlton
T3809496
M11301 J5 MONO TRUSS 4 1
i Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 Page 1
-1-0-0 5-0-0
1.10 5-0-0
Scale 1: 12.9
4. 0 0 F1_2
2
3A M1120= 4
5-0-0
5-0-0
LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(rL) -0.06 2-4 >866 240
BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 17 Ito
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical
Max Horz 2=1 34(LC 3)
Max UpIift3-123(LC 3), 2=-231 (LC 3)
Max Grav3=1 11 (ILC 1), 2=250(LC 1), 4=90(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-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. tttt,111111111111
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 1�t
2. 0 A. q4 e
&
LOAD CASE(S) Standard
NJ
39380
T E
0 All
0 R
........... %
ON
FL Cert. 6634
July 16,201
WARNING - V.Hfij d�siqn p��et� =d READ MOM OArTHIS AND INCLUDED AffTRKREPERP24CE PAGE MI-7473 10-USBEFOREVER
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicaloility of design paramenters and proper incorporation of component is respordbility, of building designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblility 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 Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115
Mi 1301 1,16 1 MONO TRUSS
Chambers Truss Inc., Fort Pierce Fl.
16 14:47:42 2010 Page I
1-0-0 6-0-0
Scale= 1:14.51
3A IV11120=
LOADING (psQ
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCIDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress I ncr YES
Code FBC2007/TP12002
CS1
TC 0.60
BC 0.61
WB 0.00
(Matrix)
DEFL in
Vertl(LL) -0.06
Vert(TL) -0.14
Horz(TL) -0.00
(loc) I/defl L/d
2-4 >999 360
2-4 >476 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
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=-158(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LC 1), 4=1 1 O(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. t%%J1111111111,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint
2. �,S A.
LOAD CASE(S) Standard
\G E
39380
MX Z
T
0 R CD
_*1J"0NA0_- 0
'0011111110"o
FL Cert. 6634
July 16,201
VrARAMG - VeHfij d-19.paamd— ndPEAD NOTFS OATINISAND INCLUDED JETEKRUERENCB PAGE MI. 7473 �. 10-'08 BEFORE USE.
Design valid for use oNy with MiTek connectors. This design Is based only upon parameters showrL and is for an Individual building component.
DOI
MlcaUility of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracingshown
PrI lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsilAl lity of the
M!Tek'
erector, Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
W.— — _
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality CFiteda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety information available from Tnw Plate Institute, 781 N. Lee Street, Suite 31 Z AJexcnddcL VA 22314.
Tampa, FL 33610-4115
M 11301
MONO TRUSS Ill
1-0-0 7-0-0
3A M1120=
10
Scale: 3/4*=l'(
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incir YES
Code FBC2007frPI2002
CS1
TC 0.37
BC 0.71
WB 0.00
(Matrix)
DEFIL in (loc) I/defl L/d
Vert(LL) -0.11 2-4 >722 360
Vert(TL) -0.27 2-4 >289 240
Horz(TL) -0.00 3 n/a n/a
PLATES GRIP
M112b 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.
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) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical
Max Horz2=176(LC 3)
Max Uplift3=-Igl(LC 3),2=-267(LG 3)
Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psl' 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. ti,1111111111111
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 'Po..
2. �%%..t,�,S A. Al
LOAD CASE(S) Standard
E N
&
39
A
ATE
4 0 R k
%
ONA
FL Cert. 6634
July 16,201
A WARNING- V-Ifijd�slg.pt�—dREAD NOTES OMTErISAJYDIMLODEVAHTEKREPF-RENCE PAGE DHI-7473 �. 10-US BEFORE USE.
Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
— - 1—
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
Qty
Ply
Grand Carlton
T3809499
M11301
J8
MONO TRUSS
10
i
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Ff. 34982
7.140 a Oct 1 2009 MITek Industries, Inc, Fri Jul 16 14:47:43 2010 Page 1
8-0-0
.0 8-0-0
Scale 1: 17.7
3.
4. 00 F1 _2
2
3x4 M1120=
4
8-0-0
B-0-0
LOADING (psf)
SPACING 2-0-0
CS1
DEFIL in
(too) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.36
Vert(LL) -0.14
2-4 >638 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.28
Vert(TL) -0.35
2-4 >255 240
BCLL 0.0
Rep Stress ]nor YES
WB 0.00
Horz(TL) -0.00
3 n/a n1a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 26 Ito
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=76/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 griip 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 beaflng plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint 0%
2.
46)
LOAD CASE(S) Standard
NS*
A�
6 39380
00 ATE
Al
OR �9.'
FL Cert. 6634
July 16,201
AWARNWG.Ve,j&cZ-ig.p—=;tet� mid READ NOTES ON MIS AM INCLUDED W= REFEMENCE PAGE WI- 7473 r—. 10-'08 BEFORE USE,
Design valid for use only with Mi7ek connectors. This design lisbased only upon parameters shown, and isforanindividual
building com ponent.
M11
lcaUility of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracingshown
lateral support of individual web members only. Additional temporary bracing to insure stability during coristruction is the responsbillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
M!Tek^
;;5___
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building qomponent
6904 Parke rest Blvd.
Safety Information available from Trum Plate Institute, 781 N. Lee Street, Suite 312, Adexandilia, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
City
Ply
Grand Carlton
T3809500
M11301
KJ7
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fi. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
-1-5-0 6-8-12
9-10-1
6-8-12
3-1-5
Scale 1:20.8
4
2.83 F1 _2
3X4 M1120��
3 8
7
2
9 10
6 11 5
2X3 M1120 11
3X4 M1120=
3A M]120=
6-8-12
9-10-1
6-8-12
3-1-5
Plate Offsets (X,Y): [5:0-0-2,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defI Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.25
Verl(LL) -0.04
2-6 >999 360
M1120 249/190
TC;DL 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
qCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=45/Mechanical, 2--455/0-11-5, 5--412/Mechanical
Max Horz2=176(LC 3)
Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOTCHORD 2-6=-439/695.5-6=-439/695
WEBS 3-6=0/333, 3-5=-802/507
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
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
between the bottom chord
tt,11111111111111
3-6-0 tall by 2-0-0 wide will fit I
A.
and any other members.
4) Refer to girder(s) for truss to truss connections.
E N
4, 405 lb 2
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint
uplift at joint a
249 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0 5 0 39380
down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15
on top chord, and 24 Iblupit
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 chz.. t
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).
ATE 1,4/ Z
.0 -%
Ab
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=11.25
141
4..0
Uniform Loads (plf)
Rk�)
......
Vert: 1-4=-54, 2-5=-20
%%
/ON Ak-11
Concentrated Loads (lb)
%
Vert: 7=1 O(F=5, B=5) 8=-1 15(F=-57, B=-57) 9=38(F=l 9, B=1 9) 1 0=-1 O(F=-5, B=-5) 11 =-50(F=-25, B=-25)
FL Cert. 6634
July 16,201 `1
A WARNMG-VeHfyd�lgnp�arnct� �dREADATOTESOAfTHISAArDDVCLUDEDMTEK REFERMCE PAGE Mb 7473 r�. 10-'08 BEFORE USE.
Design valid for use onlywith Mi7ek connectors. This design Is based only upon parameters shown. and is for an individual building component.
Applicability of design param enters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
F . _
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z AJ exandda, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss Type
Oty
Ply
Grand Carit n
T3809501
M11301
KJ8
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:45 2010 Page
7-3-4
11-3-0
7-3-4
3-11-12
Scale = 1:20.6
4
2.83 F1 —2
3A M1120--
3
8 2
F-- -1
7 6
3x4 M I 120=
2x3 M1120 11 3A M1120= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.05
2-7 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.34
Vert(TL) -0.14
2-7 >906 240
BCLL 0.0
Rep Stress Incr NO
WB OAO
Horz(TL) 0.02
6 n1a n1a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 44 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 8-6-15 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed durring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical
Max Horz2=270(LC 3)
Max UpIift4-229(LC 3), 2=-373(LC 3), 6=-318(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1118/560
BOT CHORD 2-7=-746/1060,6-7=-746/1060
WEBS 3-7=0/331, 3-6=-1 164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-dse); Lumber
DOL--1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
A
4) Refer to girder(s) for truss to truss connections.
.. . .
&
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 Ilb uplift at joint 4, 373 lb uplift at joint 2 1:1 C)
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).
39380-
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-54
MCC Z
Trapezoidal Loads
ATE
(pl�
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=g, B=9)-to-5=-56(F=-18, B=-18)
0
0 R
'l-
-;(0 N A
till
I I 11"I'll"40
FL Cert. 6634
July 16,201
A WARKWG- V�fii d-lgap—am&� adRFADNOMS ON THIS AM MCLEWBDBBTEKRBFMWNCEPAGBbgl-7473 — 10-USEEPORB USE
Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
MicaUility of design paromenters and proper Incorporation of component is responsibility of bLfdd[ngdeslgner- not truss designer. Bracing shown
=tercd support of individual web members only. Addiflonal temporary bracing to insure stability during construction is the respon,�sibllllty of the
MiTek"
erector. Additional pennanent 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/fPll 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 Aexandria, VA 22314.
Tampa, FL 33610-4115
Symbols Numbering System � AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
Offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths. (Drawings not to scale)
Apply plates to both sides of truss
and fully embed teeth.
0-1/19,
For 4 x 2 orientation, locate
plates 0-11,9' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MIT9k 20/20
software or upon rGquGst.
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
0
R
2 3
TOP CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR-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/TPII: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
r)
0�
0
r
o
Q 2006 MiTek@) All Rights Reserved
��e
W1 a
MiTek
POW —ER TV PE7RFORM."
MiTek Engineering Reference 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.BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative T, 1, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear fightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane atioint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted,
15. Connections not shown are the responsibility of others,
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
9nd pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI I Quality Criteria. A
IJ,
/-oo Inah, tj 0 /Z 7-9—
SpAts)asA jk4egs
cj4Le-
MIN. SETBACK REQ.
FRONT
s ID E s
cmn SIDES
REAR 15'
-7-/V-/o
FORM 11 00-A-08
F66RIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
11
Project Name: _V"ll
Street: \z.'D ;k\�
City, State, Zip: FORT PIERCE, FL, 34983
Owner:
Design Location: FL, Fort Pierce
Builder Name: WAYNNE
Permit Office:
Permit Number:
Jurisdiction:
I .
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
P
b. Face Brick - Wood, Exterior
R=1 1.0 204.00 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 ft'
b. N/A
R= ft2
7.
Windows Description
Area
c. N/A
R= ft2
a. U:Factor: SgI, default
134.58 ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A
ft2
a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft'
SHGC:
12. Cooling systems
c. U-Factor: N/A
ft2
a. Central Unit
Cap: 30.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A
ft2
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 30.0 kBtu/hr
e. U-Factor: N/A
ft2
HSPF: 8.2
SHGC:
8.
hoor Types
Insulation Area
14. Hot water systems
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation
R=0.0 1451.30 ft2
EF: 0.9
b. N/A
R= ft2
b. Conservation features
c. NIA
R= ft2
1
None
15. Credits
Pstat
Total As -Built Modified Loads: 27.22
Glass/Floor
Area.- 0.093
PAOO
Total Baseline
Loads: 31.91
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
PREPAREP BY:
DATE�f
I hereby certify that this buiidi g, as designed, is in
with the Florida Energy de.'
OWNER/AGENT:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before cons)(Oction is completed
this build�p6 will be inspected for
compl.!,PKce with Section 553.908
Florlera Statutes.
BUILDING OFFICIAL:
DATE:
C)
-A i 0
5/5/2010 8:45 PM EnergyGaugeg) USA - FlaRes2008 Page 1 of 5
PROJECT
Title:
WYNNECARLETONPERF61 Bedrooms: 2
Adress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 1451
Lot #
Qwner:
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 'Zo'ne"7* 97.5%
2.5%
Winter Summer Degree Days Moisture Ra n-ge'4":
FL, Fort Pierce FL—ST—LUCIE_CO—INTL 2 39
90
75 70 722
62 Low
FLOORS
V#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 ft2
0 0 1
ROOF
Roof Gable
Roof
Solar Deck
#
Type Materials Area. Area
Color
Absor...., Tested In'sul.
Pitch,
1
Hip
Metal 1530 ft2 0 ft2 Medium
0.88 N 0
18.4 deg
ATTIC
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
1
Full attic
Vented 300
1452 f12 N N
CEILING
#
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.
1
N Exterior
Concrete Block - Int Insul
4.1
489.21 ft2 0
0 0.8
2
E Exterior
Concrete Block - Int Insul
4.1
148 ft2 0
0 0.8
3
S Exterior
Concrete Block - Int Insul
4.1
301.33 ft2 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 ft2 0
0 0.8
5
W Exterior
Concrete Block - Int Insul
4.1
316.31 ft2 0
0 0.8
6
S Exterior
Face Brick - Wood
11
204 ft2 0
0.25 0.8
5/512010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5
DOORS
#
Ornt
Door Type
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��Jinied)
No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 20 ft' 6 ft 0 in 0 ft 6 in
No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in
No 113 -0.64 N 30 ft- i ft 0 in' 0 ft 6 ifi
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
""'HE'RiS 2.006
None
None
None
None
None
None
INFILTRATION & VENTING
Method
---- Forced Ventilation ---- Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Watts
Default
0.00036 1370
7.08 75.2 141.5 0 cfm 0 cfm
0
0
GARAGE
#
Floor Area
Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
382.8 ftz
__382.8 W
64 ft 8 ft.
(invalid)
COOLING SYSTEM
V #
System Type
Subtype
Efficiency Capacity Air Flow SHR
Ducts
1
Central Unit
None
SEER: 14 30 kBtu/hr cfm
0.7
sys#1
HEATING SYSTEM
V #
System Type
Subtype
Efficiency Capacity Ducts
1
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
V#
System Type
EF Cap Use SetPnt
Conservation
1
Electric
0.9 40 gal 50 gal 120 deg
None
SOLAR HOT WATER SYSTEM
V FSEC
Cert #
Company Name
Collector
System Model# Collector Model # Area
Storage
Volume FEF
None
None
ft2
5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5
DUCTS
IV/
---- Supply ----
---- Return ----
Air
Percent
#
Location R-Value Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLF
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Cooling n
Heating �XXJ J:n
F:b
jXXj F b
X Mar
Mar
IXXI
�Xxl
Apr
Apr
May
jxxj May
x n
X1 Jjuun
I
IX J
Xj JUuj
XjAug
IX Aug
x Sep
Sep
X1
Ix
Oct
Xi Oct
IX
x Nov
Nov
Ixxi
JXXI D
D:cc
Ve nting X Jan
X Fe b
Mar
x Apr
X May
X Jun
X Jul
X Aug
Sep
X Oct
Nov
X Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8 9
10
11
12
Cooling (WD)
AM
78
78
.78
78
78
78.
78 1,78-
.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
FORM 11 GOA-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ff ADDRESS: PERMIT #:
! FORT PIERCE, FL, 34983 1
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
'COMPONENTS
SECTION
1 REQUIREMENTS FOR EACH PRACTICE
I CHECK
Exterior Windows & Doors
N1 106.AB. 1.1
j Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
N110C).AB.1.2.1
1 Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1 106.AB.1.2.2
Penetration s/open ings > 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
N1 106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor:
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N1 106.AB.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested. 77
Multkstory Houses
N I 106.AB. 1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
N1 106.AB.I.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1 112.AB.3
Comply with efficiency requirements in Table N 1 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N 11 12.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N1 1 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
NI 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 N1 11 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
H . VAC Controls
N1 107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 I or CBS R-3 both
i N 1102. B. 1. 1
sides. Common ceiling & floors R-1 1.
5/512010 8:45 PM EnergyGauge@ USA - F1@Res2008 Page 5 of 5
ENERGY
PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
FORT PIERCE, FIL, 34983
1 . New construction or existing
New (From Plans) 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=4.1
1318.80 ft2
3. Number of units, if multiple family
1 b. Face Brick - Wood, Exterior R=1 1.0
204.00 ft2
c. N/A R=
ft2
4. Number of Bedrooms
2 d. N/A R=
ft2
5. Is thrs 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
7. Windows— Description
Area b. N/A R=
ft2
a. U-Factor: Sgl, default
134.58 ft2 c. N/A R=
ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A
ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6. 75 ft'
SHGC:
12. Cooling systems
c. U-Factor: N/A
ft2 a. Central Unit Cap: 30.0 kBtu/hr
SHGC:
d. U-Factor: N/A
ft2
SEER: 14
SHGC:
13. Heating systems
e. U-Factor: NIA
ft2 a. Electric Heat Pump Cap: 30.0
kBtu/hr
SHGC:
HSPT: 8.2
8. Floor Types Insulation Area 14. Hot water systems
2. Slab-On-Gr2de Edge Insulation R=0.0 1451.100 1 12 a. Electric Cap:
L
40 gallons
b. N/A R=
ft2
EF: 0.9
c. N/A R=
b. Conservation features
ft2
None
15. Credits
Pstat
I certify that this home has complied with the Florida Energy Effici
Construction through the above energy saving features which will
in this home before final inspection, rwise, a new EPL Dis
based on installed Code =eres-
Builder Signature:,
Address of New Home:
Date
/Code for Building
installed (or exceeded)
Card will be completed
City/FL Zip
WE
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
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
wrlghtsoft,� Project Summary Job:
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: cornfortcontrolofs Ic. corn
vcmcl�
For: eARtTI5I! K-R-F�� , WYNNE BUILDING CORP.
FORT PIERCE, FL 34983
Notes:
Weather: Fort Pierce, FL, US
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
Pipipg
0
Btuh
Equipment load
21381
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Cooling
Area (ft2)
1452
1452
Volume (ft')
12652
12652
Air changes/hour
0.45
0.23
Equiv. AVF (cfm)
95
49
Heating Equipment Summary
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
OF
1000
cfm
0.049
cfm/Btuh
0
in H20
5
01 - UJ5
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TD
15
OF
Daily range
L
Relative humidity
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
Eff iciency
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.
44��- Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\WrightsoftHVAC�WynneCorp\WYNNECARLETONPERF61.rrp Calc=MJ8 Orientation=E Page 1
Job:
wrightsaftv Load Short Form Date: APRIL 28, 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: cornfortcontrolofs1c.corn
For: CARLTON PERFECTION 61, WYNNE BUILDING CORP.
FORT PIERCE, FL 34983
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
Eff iciency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
'F
1000
Cfrn
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
Coil FX4CNF030
ARI ref no. 3252981
Efficiency 11.5 EER, i4 SEER
Sensible cooling
21000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
CfM
Air flow factor
0.046
cfm/Btuh
Static pressure
0
in H20
Load sensible heat ratio
0.81
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
Cig load
(Btuh)
Htg AVF
(Cfm)
Clg AVF
(cfm)
FOYER
60
1153
708
56
33
GRT RM/DINING
509
7608
7096
373
326
LAUNDRY
46
921
1864
45
86
KITCHEN
150
395
3487
19
160
MS BATH
53
1011
577
50
27
MS CLOSET
70
78
157
4
7
MS BDRM
252
4186
5360
205
247
HALL
18
19
39
1
2
BATH
45
521
250
26
12
BDRM 2
194
3594
1799
176
83
RAAC-r= I A%1
Do V/-Q 13vo 140 10
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-f+f- wrRoht.,.-,ft:- Right-Suite(D Universal 7.1.16 RSU06864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERFBI.rrp Calc = MJ8 Orientation = E Page 1
Entire House p
1451
20412
21734
1000
1000
Other equip loads
969
519
Equip. @ 0.95 RSM
21141
Latent cooling
5144
-rn-rA I L'
4 A EA
n4,304
nt-11) or
4nnn
A
�j I r,%L_kj iL+Q 1 41001 4u4(:)Q I UUU I UUL)
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
44- wwrOghtSC3)fq:, Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYN N ECAR LETON PER F61. rrp Calc=MJB Orientation=E Page 2
wrightsoft, 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: comfortcontrolofslc.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1
Room name
Entire House
FOYER
2
Exposed wall
151.5 ft
6.0 ft
3
Ceiling height
8.7 ft p
8.0 ft heat/cool
4
Room dimensions
6.0 x 10.0 ft
5
Room area
1451.3 ftz
60.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2_*F)
(Bt /ft�
or perimeter (ft)
(Bt h)
or perimeter (ft)
(13tuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
G ross
N/P/S
H eat
Cool
6
WL.G
12C-Osw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
A-r1ob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
w
12C-Osw
0.091
e
2.55
2.18
148
107
273
234
48
27
69
59
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
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
1A-rl..
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
EtIA-rlomd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
30
2
479
1788
0
0
0
0
R
L--D
12B-Obw
0.097
-
2.72
0.85
204
188
510
160
80
80
217
68
11DO
0.390
n
10.92
11.31
16
16
177
184
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
1395
1395
1250
2344
60
60
54
101
C
16C-19al
0.049
1.37
2.08
56
56
77
117
0
0
0
0
F
22A-tph
1.358
38.02
0.00
1451
152
5761
0
60
6
228
0
6
c) AED excursion
3063
-2
Envelope loss/gain
15025
13201
921
592
12
a) Infiltration
2920
Boo
107
29
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
4
920
0
0
Appliances @ 1200
3
1
3600
0
0
Subtotal (lines 6 to 13)
17945
185211
1027
621
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
17945
18521
1027
621
15
Duct loads
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412
21734
1153
708
Air required (cfm)
10001
1000
56
33
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
Right -A) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-786-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
I
Room name
GIRT RIVI/DINING
LAUNDRY
2
Exposed wall
46.5 ft
6. 5 ft
3
Ceiling height
9. 8 ft heat/cool
S. 0 ft heat/cool
4
Room dimensions
1.0 x 509.0 ft
7.0 x 6.5 ft
5
Room area
509.0 ft2
45.5 ft2
Ty
Construction
U-value
Or
HTM
Area (ft')
Load
Area (ft2)
Load
number
(Btuh/fV-'F)
(Btuh/ft2)
or pedmeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
WL,
12C-Osw
0.091
n
2.55
2.18
260
220
661
481
0
0
0
0
--G
1A-r1ob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
LID
1A-rlob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1,11
11jo
0.600
e
16.80
17.40
0
0
0
0,
0
0
0
0
T-G
1 2C-Osw
0.091
s
2.55
2.18
0
0
0
0
52
52
132
114
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
196
157
400
343
0
0
0
0
Lt
1A-rlomd
1.270
w
35.56
26.39
39
39
1387
1029
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-obw
0.097
-
2.72
0.85
0
0
0
0
56
40
108
34
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
11613-30ad
0.032
0.90
1.68
509
509
456
855
46
46
41
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
509
47
1768
0
46
7
247
0
6
c) AED excursion
1847
-5
Envelope loss/gain
5769
5487
706
403
12
a) Infiltration
1012
277
115
32
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
0
0
Appliances @ 1200
0
0
1
1200
Subtotal (lines 6 to 13)
6780
6224
821
1634
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
6780
6224
821
1634
15
Duct loads
12%
14%
827
873
12%
14%
100
229
Total room load
7608
7096
921
1864
Air required (cfm)
373
326
45
86
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
EAWrightsoft HVAC\Wynne Corp\WYN N ECARLETON PER F61.rrp Calc = MJS Orientation = E Page 2
_� b. . .
1-r wrightsaft, ffight-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com
Job:
Date: APRIL 28, 2010
By: PATRICIA ZIMMERMAN
1
Room name
KITCHEN
IVIS BATH
2
Exposed wall
0 ft
7 . 5 ft
3
Ceiling height
B. 0 ft heat/cocl
8. 0 ft heat/cool
4
Room dimensions
1.0 x 150.0 ft
7.0 x 7.5 ft
5
Room area
150.0 ft2
52.5 ft2
TY
Construction
U-value
Or
HTIVI
Area fft�
Load
Area (ft2)
Load
number
(Btuh/ftg-'F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
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
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
L�3.
A-r1ob
111,10
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
60
54
138
118
Wrlom
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
L2A-r1omd
11
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
12B-Obw
0.097
-
2.72
0.85
68
68
185
58
0
0
0
0
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-Mad
0.032
D. 90
1.68
150
150
134
252
53
53
47
88
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
150
0
0
0
53
8
285
0
6
c) 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
1 nternal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
2
2400
0
0
Subtotal (lines 6 to 13)
319
2702
816
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
319
2702
816
431
15
Duct loads
24%
29%
76
785
24%
34%
195
146
Total room load
3,95
3487
10111
577
Air required (cfm)
19
1601
50
27
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-4A 2010-May-05 20:35:12
- %AV Right -Suite@ Universal 7.1.16 RSU05864
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 3
I- wwrightsoft, Right -A) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-765-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28, 2010
By: PATRICIA ZIMMERMAN
I Room name
VIS CLOSET
IVIS BDRIVI
2
Exposed wall
0 ft
39.5 ft
3
Ceiling height
8. 0 ft heat/cool
8.5 ft heat/cool
4
Room dimensions
7.0 x 10.0 ft
14.0 x 18.0 ft
5
Room area
70.0 ft2
252.0 ft2
TY
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (W)
Load
number
(Btuh/W--'F)
(Bt /ft2)
or perimeter (ft)
(Bt h)
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
64
64
162
139
IA-rl.b
1.080
n
30.24
23.54
0
0
0 0
0
0
0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0 0
0
0
0
0
-
EJD
1A-r1ob
1.080
e
30.24
26.27
0
0
0 0
0
0
0
0
11
11jo
0.600
e
16.80
17.40
0
0
0 0
0
0
0
0
T--G
1 2C-Osw
0.091
s
2.55
2.18
0
0
0 0
153
153
390
334
1A-rlom
1.270
s
35.56
26.39
0
0
0 0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0 0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0 0
119
89
227
194
Ej
1A-rlomd
1.270
w
35.56
26.39
0
0
0 0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0 0
30
2
479
1788
R
L-D
12B-Obw
0.097
-
2.72
0.85
0
0
0 0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0 0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
70
70
63 118
252
252
226
423
C
16C-19al
0.049
1.37
2.08
0
0
0 0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
70
0
0 0
252
40
1502
0
6
C) AED excursion
0
1158
Envelope loss/gain
63 117
2986
4037
12
a) Infiltration
0 0
745
204
b) Room ventilation
0 0
0
0
13
Internal gains: Occupants @ 230
0
0
2
460
Appliances @ 1200
0
0
0
0
--
Subtotal (lines 6 to 13)
63 117.
3731.
4701
Less external load
0 0
0
0
Less transfer
0 0
0
0
Redistribution
0 0
0
0
14
S ubtotal
63 117
3731
4701
15
Duct loads
24%
34%
15 40
12%
14%
455
659
ETotal
room load
78 157
4186
5360
Air required (cfm)
1
4 71
1
205
247
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suite(D Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 4
lit Job:
_rF Right-M) Worksheet Date: APRIL 28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
I
Room riame
HALL
BATH
2
Exposed wall
0 ft
5. 0 ft
3
Ceiling height
8. 0 ft heat/cool
8.0 it heat/cool
Room dimensions
3.5 x 5.0 ft
9.0 x 5.0 ft
Room area
17.5 it'
45.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft')
Load
Area (ft�
Load
number
(Btuh/ftl.-*F)
(Bt /ft-)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
W,
12C-Osw
0.091
n
2.55
' 2.18
0
0
0
0
40
40
102
87
L-G
1A-rlob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
A-rl ob
iiijo
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--G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
0
0
0
0
1A-rlom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
a
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
L21A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
L--D
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
18
18
16
29
45
45
40
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
is
0
0
0
45
5
190
0
6
c) AED excursion
0
-1
Envelope loss/gain
16
29
332
162
12
a) Infiltration
0
0
89
24
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
1
0
0
0
Subtotal (lines 6 to 13)
16
29
421
187
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
16
29
421
187
15
Duct loads
24%
34%
4
10
24%
34%
100
63
Total room load
19
39
521
250
Air required (cfm)
1
11
2
26
12
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@) Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 5
W'rjghtS0ft1' Right-M) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE 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
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 (ft2)
Load
number
(Btuh/ft2.-oF)
(Bt /ft2)
or perimeter (ft)
- (Bt h)
or perimeter (ft)
(Btuh)
H eat
Cool
G ross
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
--
6
W,
�-G
12C-Osw
0.091
n
2.55
2.18
124
124
316
271
0
0 0
0
IA-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
1
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
1A-r1om
1.270
s
35.56
26.39
0
0
0
0
0
0 0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
64
64
224
142
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
L2
IA-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
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
1613-30ad
0.032
0.90
1.68
194
194
174
326
0
0
0
0
C
16C-19al
0.049
1.37
2.08
0
0
0
0
56
56
77
117
F
1
22A-tph
1
1.358
--
38.02
0.00
194
33
1236
0
56
8
304
0
6
c) AED excursion
-
45
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
0
0
Subtotal (lines 6 to 13)
3203
1678
747
297
Less external load
0
0
0
Less transfer
0
0
0
Redistribution
a
0
0
0
14
Subtotal
3203
1578
0
747
0
297
151
Duct loads
12%
14%
391
221
24%
34%
178
101
Total room load
I
t
3594
9251
398
Air required (cfm)
1761
45
18
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\WYN NECARLETON PER F61.rrp Calc = MJ8 Orientation = E Page 6
1��
TYPE'OF SURVEY.1
BOUNDARY I
PLOT PL�N
U/C
TIE IN
FINAL
TOPOGRAPHIC
COMPLETED ON:
1
j
3-04-11
1
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL 100 MEDITERANEAN NORTH,
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
OF THE UNRECORDED PLAT OF SPANISH
17n.
�_a
2.
SHOWN HEREON.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LAKES PHASE 1, OF ST. LUCIE COUNTY,
FLORIDA.
14)
LOCATED UNLESS OTHERWISE SHOWN.
3.
THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO
41
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
j1t
12111CO280 F, EFFECTIVE DATE MAY 4. 1989.
ABBREVIATIONS:
A
4.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
FFE = FINISHED FLOOR ELEVATION
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
R/W = RIGHT-OF-WAY
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
R = RADIUS OF CURVE
q,
Cn
5.
BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
U)
CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT
A = DELTA OF CURVE
OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY,
FLORIDA
6.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
7.
THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE
OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY
LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY.
SCALE: 1"=30'
DATE: 3-04-11
DRAWN: CJM
JOB NO. : 1
11-1018
DATE:
FB/PG:
ALEXANDER J. PIAZZA PSM, I
Surveying - Mapping - ConsultinG
619 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: (772) 340-7770
*LEBf7280 Fax: (772) 340-2250
Dcm I C I nmc.
PERMIT 1P. 16 6 ? — 0 2 c� c3
N89*35'1 3"E 49.96'
PD 14.01'
Co
z
ht 7.0'
(_4
0
19.97'
01
0
9.0,
b
0)
K5
0)
t q
b AVERAGE TOP
C;
_'t OF FORMS
Cil
ELEVATION=17.62
67' ABOVE EDGE
-OF
PAVEMENT
15.6'
VACANT
'00
LOT
&D
'5 31'
EXISTING
8.5'
jo
b
SITE BENCHMARK
ELEVATION= 15.95
ASSUMED
N90000'00"W 50. 0
MEDITERRANEAN BOULEVARD NORTH
20' ASPHALT ROAD
JILEVARD NORTH LAST FIELD DATE: 3-07-11
N I CERTIFIED TO:
CO WYNNE BUILDING COR11,01RA-11ON
I hereby certify that the Wri6j shown hereon -is true and
correct and is based on actual measeuramnts--token in the
field. This survey meets,ithq,'0ini?= Technici-al Standards
of Chapter BIG17-florida a_d_n,1p,istrative d
X-A �_X_
/,"ALEXANV J. 'PIAZ7,0,o'0'
Professional 'jurveyor & Mapper
Florida Certificate No.: 6330