HomeMy WebLinkAboutSUBMITTED PAPERSDATE FILED: T-3o-Awo
PLAN REVIEW FEE: ;�5[) RECEIPT NO.: PERMIT NUMBER: 00 q — 0 a
CONCURRENCYFEE: Q�5-6o I RECEIPTNO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
IEEE C
St. Lucie County Building and Zoning
SCANNED 2300 Virginia Avenue
.BY Ft. Pierce, FL 34982-5652
St. Lucie County 772-462-1553 DP I Lt
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
I . LOCATION/SITE ADDRESS: 20 SILVER OAK DR.
2. S/DNAME: RiDani--,b Lake.s T SITE PLAN NAME:
3. PROPERTYTAXID#: part c):F w'-. L'��
3414 =901 1701 000-/q
4. LEGAL DESCRIPTION (attach extra sheets if necessary): S66-t—ion 26, Tawn.-'hip 36s, antj
Range 40F
5. PLAT 6.PAGE 7. BLOCK 8.LOT
BOOK NO. NO. NO.
9. PARCEL SIZE: ACRES/SQ Fr. k—n LOT DIMENS-IONS
10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single
(replacement home) 6X—=k:: CO(L-k-n cfcak ccD
11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFF:
s'l 1 161 SIDE -2(), SIDE -16,
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
RESIDENTIAL COMNIERCIAL INDUSTRIAL
OTHER(SPECIFY)
13. DESCRIPTION OF PROPOSED USE: Same
14. Sq. Ft./CONSTRUCTION: 2 0 7 5 . --L/-"" 15. Sq. Ft. 1st Floor:
16. VALUE OF CONSTRUCTION: $ -91 0 0 0 - an Ins a,46-�16
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 fi.aures 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
0�� 5\ A)
OWNER INFORMATION
NAME:
ADDRESS: 2000 SEL- T7.ql -qiij-1-e 402
CITY: Pn-rf: Sh 1,11r-i 4-- STATE: F1, ZIP - 34952
PHONE (DAYTIME): U=) 872-551 1 -- email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFZFERENT FROM THE . OWNER LISTED ABOVE, PLEASE
FILL IN NAMEAND ADDRESS BELOW. .
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY
PHONE (DAYTIME):
CONTRACTOR INFORMATION
STATE:
M
ST. of FL REG./CERT #: MCO 3 5 9 9- ST. LUCIE COUNTY CERT #: () Sq 98
BUSINESSNAME: Wynne Development CorpQratian
QUALIFIERSNAME: M;;t-t-htzw Lyle Wynnt-
ADDRESS: g000 s- jj.,;J., Suite 402
CITY:Pnrt- qt--- Tjinje� STATE: FT, ZIP 349r)2
PHONE (DAYTIME): (-7� 878-551 -4 FAXNO. (772)878-:7656 email:
ARCI-HT/ENGINEF-R: Bradpn P. Rratit-n
ADDRESS: 417 rnr-nniit- Ave
CITY: 2tjJ-;jr-t
PHONE (DAYTIME):
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:';
CITY:
STATE: FL. — ZIP -24-99-6-
STATE:
STATE:
ZIP
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.
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 perinits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory u , seg to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance
with all applicable laws regulating construction and zoning.
a _4kl� -'I-
OWNZE;;;T
STATE OF FLORIDA
COUNTY OF -',I;t 7 " T I i
The foregoing instrument wp acknowledged
before me thisa(e day of 01, 20 Q by
ersonal y
e-4
Mat--t-beyfiz LyL y4. r4o i,
(2�s> me or who has produced
as identification.
Signature of NdUry
CONTRACTOR
STATE OF FLORIDA
COUNTY_QF st 1-11rni e
The foregoing instrument w s acknowledged
LZ ""' u
before me this;R& day of 120_1A3 by
by
MattheM jy]_e 0
__W4Ln �+
-R. ho ersonally
<ZES)o me or who has produced
as identification.
Signature of Nkary
))Qgo 'Alty Dog,-a—iyv
Type or Print Name o Type or Print N
DOROTHY ANN HAMER
yy
y DOROTHY ANN HAMER
yy
y
y tary Public - State of Floriea N 0
,t1lic - State of Florida
a:o Commission No. omm. Expires Oct 2. 2012
Commission No. y comm. Expires Oct 2. 2012
Commission * DD 827096 OFf Commission.# DO 827096
h National Notary Assn. %filo% , Bonded Through National Nolary n
NOTE: TWO (2) S Bonded Throug H SIGNATURE MUST BE N . Ass
THIS BUILING PERMIT AS AN OWNERfBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
OFfICE U$.E',:0Nl. Y.
SECTION
el
TOWNSHIP
2t6
RANGE
MAP NO.
ZONING
LAND USE
12�A
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
I " FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
1�0
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATE
LOT OF REC
LOT OF REC (after
LOT SPLI
LOT SPLIT
rREQUIRED:
LOT SPLIT
(before 1/90)
1/90)
APPROVED
-w
ADMINST
LIBRARY
PARKS
PERMIT
VARIANCE
IMPACTFEE
IMPACTIFEE
FEE
REPORT
PUBLIC BLD
HABITABLE
RADON FEE
CODE
IMPACTFEE
AREA
(RADON)
SCHOOL
GROSS ROAD
CREDIT
Y
N
TOTAL ROAD
IMPACTFEE
IMPACTFE]
IMPACTFEE
DUE
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
jont, 10 nL.
ov
?
'INITIAES,�.
j
r -v
23-JAN-2011 06:02 FROM:SOUT.11-1--73AST 7723446042 TO:4626443 P.1/1
�-ST. Lucii
COUNTY
V 1. 0 It I D ij
—1300-V"Inla Ave
Fort Pierce, FIL 34982
772-462-2172 Fiox 772-"2-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCnON SOIL TREATMENT
PERM1T#:/,00,7-6Z?4 JOB ADDRESS:
BUILDER/CONTRACrOR: _. -z ej z-j 4:2�,oug—a
PEST CONTROL CONTRACTOR:
PEST CONTROL LICENSE
We, the undersigned, hereby cartify that we have pretreated the above described construction fbr
subterranean termites 160=rdance with the standards of the National Pest Control Aswiclation.
Square f6d If area treated: ;:2=
Percentage of soJufton.-
Date of Treatment.- / - '-Zo
—FootIng
_1k7 Treatment
—Re-Treat
_0&e"
—it Treatment
_11L.-Treat
—Other
10 Treatment
—Re-Treat
Chemicals used:
I
Total gallons used: ze
Time of Treatment., /,/,w —
_Slab
_V Treatment
Re -Treat
—Pools
Treatment
d-' _FP —Ite-Treat
(,Veter �T Final Inspection
of Exterminator
NoW., MM MWbe a cvnWeW &M for eft* mqulmd fteaftent orm~mmtand th& *m mw be w ftia
fee Q�dlydd.
PSC104-" COnW920 0fPAVVCM 7hWbwnt ArpeovefiffM of t&MMM A "adler MS&hWj0bML&pwwV hwid
mwfbe PMVA*d to ANVIM dupIkaw rMa&ftnr C'er0wes as wa� Feqvf1WpvwftWw &eatmentis compteted,
FAxWh7g a QW &r OW Pmw Me PamIt Is lZued to and amdw OW for Om butUng pwme fiks. 77* Vwftalt
cet4ftte SAO PrOMLM ffie'PMdv& umd, Wamy of Me appIkutw, t1me and Ote of Me irkwtme74 Sft Wft are
ftamd, diemkol umd, MWN com0arlon and number afgaMw &ad,, to esfa4W a wrIftle mc" of
Pm(ftWmft8hnMt If the WOemiwl bwnWmeVW Mr tvmfle pmwtbn Is LoW, ffml eyjLvW ftabwt $hall
&_ ampk&d pnbr to #Mf bumho 8A"Vall
St Lude County requires for the final Inspecition for COO a Perinanent Sticker to be placed an
JAN 2 4 2011
PL' iin, -' .:�rks
St- Luc
'r-�- .-V- -711�- \Q)U'A -Cy'K'q40
INN
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To
e: t. Lucie County Date: December 1, 2010
S
R 00070286 Lot/Block:
10007
Address: ff7Huarte Project:
The undersigned hereby certifies that insulation has been installed in the above described provertv as follows:
1. Exterior CBS walls have been insulated with:
Spray -on Cellulose
Thickness in inches:
Fiberglass Blankets
Manufacturer:
Fi Foil
Rock Wool Blankets
Density:
X
Aluminum Foil
R-Value:
R-4.1
gid Board
I
Polystyrene
Other
Exterior (frame walls) have been insulated with:
JSpray-on Cellulose
Thickness in inches:
JFiberglass Blankets
Manufacturer:
—IRock
Wool Blankets
Density:
Aluminum Foil
R-Value:
Polyurethane
10ther
2. Ceilings (rear porch) have been insulated with:
Spray -on Cellulose
Thickness in inches:
10.2511
Fiberglass Blankets
Manufacturer:
Owens Corning
Rock Wool Blankets
Density:
X
FiberglassBlown
R-Value:
R-30
�'Cellulose
Loose Fill
J_
10ther
Ceilings (Vaulted/Cathedral) insulated with:
Fiberglass Blankets
Thickness in inches:
Fiberglass Loose Fill
Manufacturer:
Rock Wool
Density:
X
_Fiberglass Blown
R-Value:
Cellulose Loose Fill
10ther
3. Interior kneewalls have been insulated with:
JFiberglass
Blankets
Thickness in inches:
JRock
Wool
Manufacturer:
Polyurethane
Density:
10ther
Spray -on Cellulose
R-Va'lue:'
4. Garage partition walls of A/C living area have
been insulated with:
JRock
Wool Blankets
Thickness in inches:
3 1/2"
X[Fiberglass
Blankets
— Manufacturer:
Fibertech
Spray -on Cellulose
Density:
Polyurethane
R-Value: IR-11
Other
.5. The following have been insulated:
CBC1254039
Competency #
Wynne Building Corp
Professional Insulators of South Florida,,Inc.
General Contract/Builder
Iniulqion Contractor .. I
23-JAN�R011 06:01 FROM:SOUTY-r,�AST 7723446042 TO:4626443
_J i
P. 1/1
�ST. LUCIE
�COUNTY
F 1- 0 ft I D A Atft�
1366 Vrrg-A-a-Kv-4-'
Fort Pier=, FL 34982
772-462-2172 Fox 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCF70N SOIL TREATMENT
PERmrT#: lao 7 62-2,43013 ADDRESS: j�:- 0 5//-
BUILDER/CONTRACTOR: ;��f z3
PEST CONTROL CONTRACTOR: -5,9,�P 7,7
PEST CONTROL LICENSE 313 /,,�Q I/ R
We, the undersigned, hereby certify that we have pre4reated the above described construction fbr
subterranean termites In acmrdance vAth the standards of the National Pest Control Association,
Square feet ff area treated; -24�P
Percentage of solution:
Date of Treatment:
—Footing
—1'* Treatment
—Re-Treat
—Driveway
—11, Treatment
--p-l-bTreat
_Other
_ I't Tmatme
—Re-Tytat
Chemicals used;
Total gallons used:
Time of Treatment:
_Slab
111 Treabrnent
—Re-Trea't
—Pools 1"t Treatment
,7—Re-Treat
_Lx"' Perimeter fbr Final Inspection
r%
Ava-��C_
Signature of Egerminator
NM.0 7hem mw be a mm**d &m & each rmiulmd butment ar n?-&w&mnt and ft form mW be on Mejob
S&d 150 be ~ W by Me ftWeeW at fte of each 1hsp&Vw ar Me mleduW 1hV&VW wX fill and a m-kVec*n
ft 073med.
A weather bwAy
SUff be PMW49d INO MWIM OWftte 7�WDHW( C&Vftft ff ftd� MqJAM0 PMtftVffl &W4Veflt /$ CUff4*W,
plowft a MPY for the persm ft pmmlt is aszmd toorld &w6er cWy kr Me bullft permit Rks. 7he Treahneat
C"Wte SWffp*vW* ft prodxt =4 denffly of the aAabbitar, fte end date of Ve trutmeq sb /=W, area
OME4 chemkol awd, P&=t conaw&a(bn and number ofgafte Lmd, to estabW a v&Mbfe =id of
If1he sWld�emkal baakr method for mmse pvmbbn is us% fimla*rgromwientshall
be wm~ pror to ffhat buffM9 appvtwl,
St LUCIA County m4ulres for the final Inspection fbr CO, a Permanent Sticker to be placed an
I
JAN 2 4 2011
Public Works
St. Lucie County, FL
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To: t. Lucie County Date: November 21, 2010
S
Re 1 0070281 Lot/Block:
Address: E20Silver Oak Drive Project:
- The undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS walls have been insulated with:
ISpray-on Cellulose
Thickness in inches:
JFiberglass Blankets
Manufacturer:
Fi Foil
JRock Wool Blankets
Density:
XiAluminum
Foil
R-Value:
R-4.1
Rigid Board
Polystyrene
10ther
Exterior (frame walls) have been insulated with:
Spray -on Cellulose
Sp
Thickness in inches:
Fiberglass Blankets
Manufacturer:
(3
Rock Wool Blankets
Density:
[Aluminum Foil
R-Value:
Polyurethane
Other
2. Ceilings (rear porch) have been insulated with:
Spray -on Cellulose
Thickness in inches:
10.25"
Fiberglass Blankets
Manufacturer:
Owens Corning
Rock Wool Blankets
Density:
X
Fiberglass Blown
R-Value:
R-30
I
lCellulose Loose Fill
I
10ther
Ceilings (Vaulted/CathedraI) insulated with:
JFiberglass Blankets
Thickness in inches:
10.25"
JFiberglass
Loose Fill
Manufacturer:
Owens Corning
lRock
Wool
Density:
X
Fiberglass Blown
R-Value:
R-30
10ther
Cellulose Loose Fill
3. Interior kneewalls have been insulated with:
Fiberglass Blankets
Thickness in inches:
Rock Wool
Manufacturer:
]Other
Polyu'rethane
Density:
Spray -on Cellulose
R-Value:
4. Garage partition walls of A/C living area have
been insulated with:
JRock
Wool Blankets
Thickness in inches:
31/211
jflFiberglass
Blankets
Manufacturer:
Fibertech
Spray -on Cellulose
— Density:
10ther
Polyurethane
— R-Value: IR-11
5. The following have been insulated:
CBC1254039
Competency #
Wynne Building Corp
Professional Insulators of South Florida, Inc.
General Contract/Bu'ilder
Insulation Contractor
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
0 D
Fort Pierce, FL 34982
772-462-2165
Fax 772-462-6443
Request for 30-Day Temporary Power Release
Date:
Prol)erty Addre."- -.2.0. c;TT,V'PT:? OAK r)R.
Permit Number: y�n—oj��
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE
A0OVE DESCRIBEDPROPERTY, FOR A PEMOD NOT TO EXCEED THIRTY (30) DAYS, FOR
THE PURPOSE OF TE STING SYSTEMS AND EQUIPME NT IN PREPARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY
ACKNOWLEDGE AND AGREE AS FOLLOWS: T1%
r,w
1. This temporary power release is requested for the above stated purpose only, 0i
and there will be no occupancy of any type., other than that permitted by constroofr�
during this time period.
2. As witness 1-.Py our signatures, we hereby agree to abide by all terms and conditions
of this agreement, including Building Division Policy, whicl) is incorporated herein by refer$W%,%c, orW, 1FV-
3. �ll conditions and requirements listed in the attached document entitled i- or -le Go
"Requirements for 30 Day Power for Testing" have been fulfilled and the premise is rea*'for compliance inspection.
4. All requests for an extension beyond 30 days must be ID2de in writing to the Building Offici2l stating the reason
'for the request. Power may be'removed from the site and/or a Stop Work Order issued if the. Vinal Inspection
has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLES$ ST. LUCIE COUNTY, AND
THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING
ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT,
19-9
NATUR.E
CTRICAL CONTIaeTOR SIGNATURE
DA
DATF,
n
Q�
30-NOV-2010 07:57 FROM:SOUTH C77 7723446042 71-:4626443 P.1/1
�ST-LU.Clt
COUNTY
F L 0 R I D A
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMrT #:.100.2.1 10 d-P JOB ADDRESS: ;�9 41 ex
BUILDER/CONTRACTOR: AWL42� �- -/--1111 6e�r"-
PEST CONTROL CONTRACTOR: --30.,0725�1 L'e-A-;L
PEST CONTROL LICENSE #: 1 15,
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet If area treated: _ 16 o Chemicals used: & tm.� F
Percentage of solution: 0,)5-
Date of Treatment: Aac�
—Footing
—Is'Treatment
— Re -Treat
L,—Driveway
Treatment
ReArgat
Llf CFth—er,, � �E-6- ---
�-' I't Treatment
—Re-Treat
Total gallons used: 5V
Time of Treatment: A
_Slab
-15t Treatment
-Re-Treat *61
lop
'Pools
oe to 1?67
-1�'Treatment 7
_Re -Treat
-Perimeter for Final Inspection
KO
1,'Wgnature of baerminatbr
Note., nere must be a compleW form for eac* requirud tmatment orre-tmaiment and this form must be on theJob
Site to be picked up by the Inspector at Me of each Inspeedon or the 5&eduled in5pectlon wAl fall and a re-inspectlon
/be chaly&.
FBC104.2.6 Certiftalle offtteCtive Treatment forprevention of term&s. A weather resIstantJobsite posUng board
Mall be provldca to receft duplicate Treatment Cetrlffmes as each required protective treatment 15 completed,
provIdIng a copy for the person the pennIt Is issued to and another copy for the bulldIngpermit ffles, 7he Treatment
CerdrIcate shallprovlole the product vse4 IdentIty of the applicator, Me and date of the treatmen4 5fle locut7on, -area
treated, chemIcal used, percent concentration and number of gallons used, to establlsh a vetfflable record of
Mtective tmatment, It the soll chemiml bamer method for termite prevendon Is used, final exterior treatment shall
,Oe completed pr1or to final bullifing approval.
S.t Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
SEP-12-2010 19:26 FRON:SOUTH (-'D'7�V
'7
7723446042 TO,: 4626443 P. 1/1
4,*.. 1 -
CA�-/VA 1**�
341/3 1 '. U
j
Fort Pierce, FL 34982
772-02-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
106 A::)�lr
PERMIT #:AMW _ - JOB ADDRESS:
BUILDER/CONTRACTOR: -- w A;
PEST CONTROL CONTRACTOR: 8�� &-1- 14 /222'12- <
PEST CONTROL LICENSE #: �,T 0 =42
We, the undersigned, hereby certify that we have pretreated the above clescribed construction for
subterranean termites in accordance with the standards of the National Pest Control Amclation.
Square feet if area treated:
Percentage of solution;
Date of Treatment:
Foolina
—I"- Treatment
. -Re-Treat
Driveway
—13t Treatment
—Re-Treat
—0ther
is' Treatment
_�Re-Treat
Chemicals used: /Z C-'V16 It
Total gallons used. --'. - 2%0 0 .
Time of Treatment- — - - '7 -4,AY,,
a
.eTreatment
-Re-Treat
Yools
11 Treatment
_11�-Treat
—pgrimeter fbr Final Inspection
Q$ignature of Extefminati6r
A m stbe b
Note.- - 711em mw be v wmpkted form for ead� rWulhed trwtment or re-&wbnent and ift orm u an the 10
me to be paed up by Me !h$x-dor at time of ead� Inspectim or ffie sdieduW Inspecthn w111 fall and a re-inspe&on
ft d�wyed-
FBC3.04.2.6 Cedftate of PruteC&L* Tf eff tment forpleventran of tL-,rmAw. A weather reslmlantjoftlte POSUng board
shall be provIded to &-celVe duplkate Tmatment CeMficates as ea6 requ6mdpr0tedft ftabnent Is completed,
IdMgperwItflIes. 7he'riwtmmt
provding a copy for Me pewn me permit is Issued to and another cWY lbr Me bul
C&Vficute shall provlofe Me product Lmd, IdenW ot the appl1tvtor, time and date of ft trwitment, AW /=t/017, are4l
bvaWd, d�iemlcal useapermt concen&3got? ancf number afgallons md, to establ&h a vunMble r=id of
pmtL-� &eatment. rr the soit d�--mkal baWer me0od for termft pmventibn Is use4 Anal exterkr btotment shall
be completed prbr to final bufldlng approval
St Lucie CountV requires for the final. Inspection fbr CO, a Pennanent Sticker to be placed on
DUNK9LBERGER
engineering & testing, inc. So'll Density Test Report
Project Name: Spanish Lakes Phase I Address: 20 Silver Oaks
Project Number: PSL-09-3 011 (10. 1) Date Tested: 9/2/2009
Technician Initials: SM
Client Name: Wynne Building Corporation Report Date: 9/3/2009
8000 South US 1 #402 Project Manager: Dave Youngstrom
Port St. Lucie FL 34953 Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
aborat6t. 0
_Q f
Fiel'
iNe9ts.,
Maximum
Dry Density
(pCf)
Optimum
Moisture
Dry
Density
(pCf)
Cone
Resistance'
(tsf)
Moisture
M
Minimum
Required
Compaction
M
Percent
Maximum
Density
M
Test
Results
12
107
13
103.5
---
13.2
95
96.7
Pass
2
12
107
13
104.2
---
12.5
95
97.4
Pass
3
12
107
13
104.6
---
12.9
95
97.8
Pass
L
I ype Ul V lelu mensity I CST: I ASTM D 1556 fV_ ASTM D 2922 F_ ASTM D 2937
Minimum Required Compaction Based on: rV_ AASHTO T-180 (ASTM D 1557) . f— AASHTO T-99 (ASTM D 698)
1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
E Jpv
0-12
Jest- Location. J 0
-2 lVer- altSSlhb4n-Gk.agJ'_
'J
Front of house pad (footing subgrade)
2
0-12
Center of house pad (slab subgrade)
3
1
0-12
Back of house pad (footing subgrade)
U0 L) Z
zievaTion/jjeptn,Keierencea to:
S1_ .1 '1
,,7 T' 7� I ty
1
Structural Fill
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Road*ay Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
NGVD J_ M SL JV— Other: Inches below top of footing or slab subgrade
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field)... (1)
St. Lucie County Building Department...
;Yaig E. Dunkelberger, P.
FL Registration No. 4993
The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15-18011, of the Florida Administrative Code. This report is submitted as the confidential
property of our client and authorization for publication of statements, conclusion or extracts from or regarding this rep oil is reserved pending our written approval . No other warranties with regard to
subsurface exploration, recornmendations. or design are expressed by this firm.
Lakeland - Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10. 1) Rogmss Reportxfs PR 7
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3500115 01�- '-OK 3217 PAGE 2097, Recorded 07/30/,' ' at 01:42 PM
I
1,04
1H
I
AFrER R6C0RD1N0-RMRN TO:
FERMIT'NUMFIER: This 6) t,� L� i,�u-d diap. i,.r,,
NOTICE OF COMNMNCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, auad in accordance with Chapter 713,
Florida statutes alit following information is provided in the Notice of commencement
1. DESCRIPTION OF PRQPIRTY (Legal description and street address) TAX FOLIO NUMBER; 3 4 14 - 1; 0 1 - 17 0 1 - 0 0 0 9
Spanis;
SURDWISION IBI:OCX—TRACT—LOT----JaLDG—UNrr_
90 SILVER OAK DR East of sect t 3 gange 39E
2. GENERAL DESCRIPTION OF IMPROvEMENT: 1ying -N&W ot Turn�iRgNMIr 4Rga
3. OWNER INFORMATION:-
.. . b.
c. interest in proptert
d. Nam and address of fee simple titleholder (if other than owner)
4. CONTRACrORIS NAME, ADDRESS AND PHONE NUMBER: Wynne Development Cornoration
8000 S. US1, Suite 402, PSL, FL 34952 772-s7A-qqii
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 Statutest Craig Wardell
NAME, ADDRESS AND PHONE NUMMER: I Las Casifas, Ff-- Piprrp, FT. 34951 772- 66-1553
8. In addition to himself or herself, Owner designates the following to receive a copy of the Urnor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAM ADDRESS AND PHONE NUMMER:.
9. Expiration date ofnotice ofcommencement (the expiration date is I year from the date of recording unless a different date is
specified) , —'20—.
Matthew Lyle Wynne, Vice -President
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Ofri*cerADirectoripariner/Manager
StateoiFlorida
County of__&jL--Li.Lc i e '2
The foregoing instrument was a6knowledged before me this e= day of
as no- - - - ,
,:-.,By Matthew -Lyle Wynne f
(Name of person) (Type of authority ... c.gi Owner, officer, trustee, attorney in act
ForWynne Building Corporation
(Name ofparty on behalf of whom instrument was executed) Personally KnowraZor produced the following type of ID:
'0111119L,, DOROTHY AN�:NHAFNER
114 P-A 'let. . 1
Notary Public - Still Of Florida
AWW gwrye La.-D� My Comm. Expires Oct 2.2012
dl�—� 'Coo 709612
I "Mil) t at a, a�g Commission 0 00 521096]
(Printed Name of Notary Public) (Signature of No(hy Public) (Se 1) M IN MM
'74 N,,W litar4aid Through Natioral 11001YAS1111.
Under penalties of perjury. I declare that I have read the foregoing and that the facts i
belief (section 92.525, Florida Statutes).
Signature(s) of Owner(s) or Owner(s)' Authorized OfricerADirector/Pariner/Manager who signed above:
�7 — 0C
By: By
STATE OF R" ' D
. 1. --ry
S T. L U C i E C". k a � *..' - i
T T 01
1 M
T 1-11
0 R
By
D a
DESCRIPTION
ww R - i T11.4
OPOSTM
-1
01/07
CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) ofthe project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5.) psf
Roof live load (Table R301.6) psf
Ground snow load psf
Basic wind speed M—V mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2. 1. 1)
Seismic design category (�DC)
[Figure R301.2(2)] fy , / 4—
SDC C&D provisions (R301.2.2) M
I, -
r?nnNA P1 ANINING REQUI EMENTS (R303 through 305)
Weathering area
Frost line depth
Termite area I I 1J r ?/I
Decay area
V
Winter design temperature
Ice barrier underlayment required U
Flood hazards
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 openin s/penetrations and pro -
I
jections (R302. 1, TAle R302. 1)
Use
Area
(ft 2
Width
Average
ceilinci
Minimum
ceilinq
Natural*
light
Natural ventilation*
Living
120
T-0"
T-0"
5'-0"
8% floor area
4% floor area
Dining
70
71--o,
T-0"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
71-0"
V-10"
8% floor area
4% floor area
Bedroom
70
71-0"
T-011
&-0"
8% floor area
4% floor area
Bathroom
I N.A.
N.A
T-0"
5'-U't
3 square feet
11/2 square feet
* See Sect!"pns R303.1 & R303.3 for mechanical ventilation and artificial light
t 6' 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/)
GLAZING (R308)
CrA �_ Identification (R308. 1)
A0V__ Louvered windows or jalousies (R308.2)
Human impact loads/hazardous locations
(R308.3lR308.4)
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 5/8" Type X re-
quired below habitable rooms (R309.2)
Floor surface noncombustible; sloped floor
(R309.3)
Carport: open two sides; noncombustible
floors; sloped floor (R309.4)
E (R310- R312)
Basement and sleeping room window for
emergency escape: opening 5.7 square feet
(grade floor, 5 square feet), 24" net clear
height, 20" net clear width; maximum sill
height = 44" (R310.1 - R310.1.4)
Window wells (R310.2)
Exit balconies (R311.2. 1)
Exit access or hallway �: 3' (R311.3)
One exit from each dwelling unit (R311.4.1)
le'-' At door �! (3'0" x 6'8") (R311.4.2)
I ' andings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise = 7314"; minimum tread = 10" with
3/411-11/411 nosing; minimum headroom = 61811
(R311.5)
Landings for stairways; minimum dimension
36" (R311.5.4).
Special stairways (R311.5.8)
pialf Ramp slope (1:12 maximum) (R311.6)
A I/ Ramp landing, minimum 3'x 3'(R311.6.2)
Ramp handralls; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
Aj,A- Under stair protection (R311.2.2)
Handralls; required on one side of stair, hand-
rail height= 34"to 38"; Type lorTypellgrip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
AJI�- 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)
-r
�tU91&01_abeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL CEILING F' NISH (R315)
Slame spread (R315. 1)
moke-developed index (R315.2)
INSU TION (R316)
Flame spread (R316. 1)
moke-developed index (R316.1)
Attic (R316.4)
DWELLING UNIT SEPARATION (R317)
Two-family dwellings: 1 -hour fire -resistance
rating (R317.1)
Supporting construction (R317.1.1)
Townhouse: 2 hour exception (R317.2)
Continuity (R317.2. 1)
Townhouse parapet (R317.2.2)
Townhouse structural independence (R317.2.4)
Rated penetrations (R317.3)
MOISTURE VAPOR RETARDERS. (R318)
Required (R318.1)
DECAY AND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319.1,
R320. 1)
Sl �Quality mark (R319.2 and R320. 1. 1)
EADDRESS (R321)
Premises identification (R321. 1)
ACCESS ILITY (R322)
��Accessible 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)
orill'- Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
Soil bearing value (R401.4, R403. 1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but:� footing thick-
ness (R403. 1. 1)
Nblq/ Footings in SDC C or D (R403.1.2, R403.1.3
and R403.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, P403.1.4.1 and
R403.1.4.2)
N19--Sill plate bolting in concrete/masonry = '/," 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))
Footings adjacent to slopes (R403.1.7)
INV I Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404. 1 (1) and R404.1(2)]
fMasonry and concrete foundation walls
(R404. 1. 1, R404.1.2)
SDC D provisions (R404.1.4)
Maximum wall height [Tables R404. 1 (1) -
R404.1(3) and Tables R404. 1. 1 (1) -
R404.1.1(5)]
-4-
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a
LOAD -BEARING VALUE OF SOIL (Psf)
1,500 2,000 3,000 4,000
Conventional fig
t-fram construction
1 -story
12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
4-inch brick veneer over light frame or 8-Inch hollow concrete masonrV
1 -story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or liv grouted masonry
CT�__D
16
2
12
=-StOEY
29
21
14--
12
3-story
42
32
21
16
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOU TION WALLS (cont'd.) COLUMNS (R407)
Maximum unbalanced fill height [Tables Pr tection from decay or corrosion (R407.1 and
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - 407.2)
R404.1.1(5)] ��Structural requirements (R407.3)
Minimum nominal wall thickness [Tables
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - Anchorage (R407.3)
R404.1.1(5)] Ah 14- Wood columns (minimum 41' square) (R407.3)
V-1--Reinforcement size and spacing [Tables - I '
R404.1.1(2) - R404.1.1(5)] Steel columns (minimum 3" diameter, standard
weight) (R407.3)
Height above finished grade (R404.1.6)
Sill plate size (R404.3)
Insulating concrete forms (ICF) (R404.4)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405. 1)
jig Dampproofing if basements are below grade*
6 (R406. 1)
-A-It 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 ter 5)
?P'22��Bearing (1.5" minimum on wood or metal; 3" on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleepin areas, LL = 30 psf
[Table R502.3. I(?)]
Joists - Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)]
Cantilevered joists [Tables R502.3.3(l) and
R502.3.3(2)]
Girder spans and header spans for exterior
bearing walls [Table R502.5(l)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)]
Joists under bearing partitions (R502.4)
Lateral restraint and bridging (R502.7,
R502.7. 1)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (R502. 10)
Wood trusses (R502. 11)
Draftstopping (R502.12)
-5-
FLOORS (cont'd.)
LUMBER FLOOR SHEATHING (R503.1)
-RA-'Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
AV A-G rade (R503.2. 1)
Thickness (R503.2.1)
Allowable spans [Tables R503.2. 1. 1 (1) and
R503.2.1.1(2)]
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3. 1)
Thickness (R503.3.2)
Installation [Table R602.3(l)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/41,
gravel or 1/2" crushed stone (R504.2. 1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
h/4-Cold-formed steel; applicability limits; in -line
framing (R505.1)
Structural framing (R505.2)
Material (R505.2. 1)
Identification (R505.2.2)
Corrosion protection (R505.2.3)
Fastening (R505.2.4)
-7-Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
Thickness: 31/2" minimum; Concrete strength
V,_�SR506. 1)
upport: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
A)l -Base course: 4" graded with 2" maximum
-Zalg.,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
1,14301.2(2)]
ndows in windbome debris regions
(R301.2.1.2)
W70NSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
;5j4SP Stud grade (R602.2)-
Exterior walls (R602.3)
tud spacing (R602,,2,. I
: :Interior load -bearing walls (R6,02.4)
JW Ir
Cayeenterior nonbearing walls: 211 x 31' at 2411 o.c.
bor 2" x 4" flat at 16" o.c. (R602. T -.3,1
Drilling and notching - studs (R602.go 7
rifling and notching - top plate (R602.2,4
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.2]
Z&SeFireblocking (R602.8)
-S. �4.4 Cripple walls (R602.9)
,Q,?E Wall bracing method (R602. 10.1 and
rN ou--. I U.'y
__��Wall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
..N[lt SDC D (R602.10.9, R602. 10. 11 and R602. 11)
STEEL WALL FRAMING (R603)
General (R603. 1)
Structural framing (R603.2)
Material (R603.2. 1)
Identification (R603.2.2)
Corrosion protection (R603-2.3)
Fastening (R603.2.4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
in
WALL CONSTRUCTION (contd.)
SHPING (R604 and R605)
INSULATING CONCRETE FORM WALL
Wood structural panels (R604)
CONSTRUCTION (R611)
Particleboard (R605)
General design (R611. I and R611.2)
MASONRY CONSTRUCTION (R606 - R610)
Type of ICF wall design (R611.3 - R611.5)
t"O� General design (R606)
Construction requirements (R611.7 - R611.9)
Alnq- SDC C and D (R606.12)
Unit masonry (R607)
CONVENTIONAL CONCRETE WALL CONSTRUCTION
(R612)
fi--Multiple wythe masonry (R608)
Design basis (R612. 1)
WINDOWS & DOORS (R613)
Grouted masonry (R609)
General; window sills-, performance; testing
�R�and
Glass unit masonry (R610)
labeling (R613.2 - R613..3,7-
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)
�703.7); Steel angle lintels-411 minimum bear-
ing each end (R703.7.3)
Gypsum board support, application and fas-
Veneer ties: #9 U.S. gage wire or #22 U.S.
tening (R702.3.2 - R702.3.8)
gage by 7/," corrugated metal; 2411 o.c. maxi -
horizontal
Ceramic tile (R702.4)
mum spacing; 2.67 square feet
Other finishes (R702.5 and R702.6)
maximum area supported (wind > 30 psf and
SDC C or D, maximum area = 2 square feet)
(R703.7.4. 1)
EXTERIOR WALL COVERING (R703)
Flashing (R703.7.5 and R703.8)
le*00'� Water -resistive barrier
(R703.2)
Exterior insulation finish systems (R703.9)
Wood siding (R703.3)
Fiber cement siding (R703. 10)
Attachment and minimum thickness (Table
_44)�r'R'703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GENERA (R801) _jUffr Lateral support and bridging (R802.8)
Design (R801.2 and R801.3) Framing of openings (R802.9)
Component and cladding wind loads [Table ood trusses (R802.10)
R301.2(2)] ___��Roof tie -down (R802. 11)
ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)]
JV1Aq'_ Fire -retardant -treated wood (R802.1.3) Without attic storage, LL = 1 Opsf
_�7_ Framing details (R802.3) With attic storage LL 20psf
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 41' at 4'o.c. minimum) Span
(f-igure R802.5. 1, R802.5. 1)
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 loadILL = 20psf
Controlling design (LL or snow)
Ceiling atta ched/cei ling not attached
Spacing
Species
Grade
Span
Size
Hr/H
, R; Adjustment.factor
ROOF SHEATHING (R803.2)
rade
J!�tThickness
FRTW allowable stresses/grading
�Ilowable spans [Table R503.2. 1. 1 (1)]
Irstallation (R803.2.3)
STEEL ROOF FRAMING (R804)
General (R804.1)
Structural framing (R804.2)
Material (R804.2. 1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
Roof tie -down (R804.4)
ROOF TILATION (R806)
VITe'n'tilation requirements (R806. 1, R806.Z
R806.4)
ATT�IC �ASIS (R807)
A,.,
Access requirements (807.1)
INSULATION CLEARANCE (R808)
Zli�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)
A -Coping (R903.3)
C
Roof drainage (R903.4)
MATERI S (R904)
-7Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
Wth'-Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate and slate -type shingles (R905.6)
Wood shingles (R905.7)
Wood shakes (R905.8)
Built-up roofs (R905.9)
Metal roof panels (R905. 10)
AIIA- Modified bitumen roofing (R905. 11)
Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
Sprayed polyurethane foam roofing (R905.14)
Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
General (R906.1)
REROOFING (R907)
tjlY"T- Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
K-2
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
Construction (Figure R1001. I and Table Wall thickness; �! 4" (R1003. 10)
R1001. 1)
Flue lining - material/installation (R1003.11 and
R1003.12)
R1001.4) _T Multiple flues (R1003.13)
SDC D reinforcing/anchorage (R1001.3 and
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001. 11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1 003)
Construction (Table R1001. I, R1003.Z
R 1003.3, and Figure R 100 1. 1)
Corbelin (R1003.5)
9
Changes in dimension (R1003.6)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17).
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R 1004. 1)
_W*Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
Ah 9 --Listed and labeled (R 1005, 1)
_Q#—:—Installation (R1005.3 and R1005.4)
Additional joad (R1003.8) EXTERIOR AIR SUPPLY (R1006)
Termination (R1003.9) I — Intake size (R1006.2)
Ir
ENERGY EFFICIENCY* (Chapter 11)
V11"'C mpliance; material and equipment
N1101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
Building envelope (N1102)
Mechanical systems (N1103)
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)
Vll'�'Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
_N_�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
J
FUEL GAS (Chapter 24)
Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Clearances (G2409)
71�/_Electrical and electrical bonding (G2410,
G2411)
`:5�ater service location and depth (P2603,
P,2604)
Sanitary and storm sewer location and depth
I�Z_..�(P2603, P2604)
VPiping support (Table P2605. 1)
Listed plastic materials (P2608)
"/'. Plumbing fixtures (Chapter 27)
VWater heater size and location (Chapter 28)
Affk—pipe sizing (G2413)
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
/Venting (G2425 - G2428)
Misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter3l)
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)
Feeder requirements and load calculations
(E3604)
AA Wiring methods (Chapter 37)
Required lighting and receptacle outlets
(E3801, E3803)
'Service size and load calculations (E3502) Devices and lighting fixtures (Chapter 39)
,J;;j!!90fflvaiIable fault current (E3506) Appliance installation (Chapter 40)
—Swimming pools (Chapter 41)
System grounding (E3507)
Required branch circuits (E3603) Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
Provisions adopted (R102.5)
Compliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5) Ad- Compliance with Appendix F verified
I
_10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
01 '1
kt—Provisions adopted (R102.5) 0 e Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Provisions adopted (R102.5)
—&#�-Compliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5)
_Nk—compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
_AlfeProvisions adopted (R102.5)
NOTES
Compliance with Appendix K verified
-11-
NOTES (cont'd.)
St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynnp- PevelQpment Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 20 SILVER OAK DR.
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of th� sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Coniractor
St. Lucie County/
State of Florida
License Number
Electrical
S & W Electric, Inc.
20.49
ER 0..0 0 9,4 16..
Plumbing
Lindquist Plumbing & Supn*lv rn-
19150
CFC 0576-72
HVAC/
Comfort Control of St.' Lucie
8288
Mechanical
County, Inc.
CACO24379
Roofing
Treasure Coast Roofincr,LLC
1.949:6.
RC29027087
Gas
PERMIT I 0�
NUMBER: 'B � I ISSUE DATE:
ST. LUCIE COU NTY PiJiLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB-CONTRACTORAGREEMENT
St. Lucie County Contractoir Certification Number:
State of Florida Certification Number (if applicable): E19 40o r) 6)
-S -4LJJ-,E lie c6l4c , I-Ac have agreed.'46'be the -
(Company Nam6/Individual Name)
e, le c � rica sub -contractor for Ve&,2 n � CL-;
(Type of Trade) (Primary Contractor) I ,
for the project located at 20 SILVER OAK DR.
(Project Street Address or Property Tax ID #)
It is understood that, if there is an' change of status re
y garding 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 Individuai shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
A*(4bLS
!�IG_N_XTURE PRINT NAME - -
Business Name: S _1� - Lt) 15 1
Address: _bol W. CnVP_T- -Road -
City/State/Zip: EA. -3 LIA Yt��t_
Phone: 7 -7 cZ �t6 Y — clo A64 email:
OFFICE USE ONLY:
PERMIT 9= ISSUE DATE
--", -�Z�
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
,7
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County
Contractor Certification Number: 19150
State of Florida Certilication Number (If applicable): CFCIO'57672
Lindquist Plumbing & SupplY CO., Inc. have agreed to be the
(Company N ame/I ndivi dual Name)
Plumbing
(Type of,rrade)
sub -contractor for WVnne Development Corp.
(Primary Contractor)
for the project located at 20SILVER OAK D'R_
(Pr(�Jcct Street Address or Property Tax ID 4)
ith the
It is understood that if there is any change of status regarding our participation wi
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 SH3NATU RES
ARE Rl"QUIRED
Robert A. Case
4D-
�](�,NATURE
PRINT NAME
Business Name: Lindquist Plumbing & Supply CO., Inc.
Address: 3185 Sneed Road
City/State/Zip: Fort Pierce, Fl. 34945
Phone: (772) 461-1969 email:
"1VVTCV 11TQ1W nNIV-
�A x X__ --- - - - - -
PERMIT # ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTAIENT
0
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: —8 2 8 8
State of Florida Certification Number (if applicable): CACO243
Comfort Control of St. Lucie County, 1jaJipve agreed tobetbe
(Company Name/Individual Name)
air conditioning sub -contractor for Wynne Development- Cnrpa ation
(Type of Trade) (Primary Contractor)
for the project located at 20 SILVER OAK DR. —
(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
17
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
OPJGI',N'AL SIGNATURES ARE REQUfRED
Barry Zimmerman
wzl
G PRINTNAME D&E
0 f COMfort Control of St. Lucie County, Tnc.
Business
Address: 1501 Biltmore Str6et
City/State/Zip: P'ort Saint Lucie, FL 34983
.Phone: 772-785-9010 — email:
I OFFICE USE ONLY:
PERMIT # ISSUE DATE
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 ", ,
Trpnslirg Coast Roofing, T.T,r 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 20 SILVER OAK j-)g_
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
R Jan J_ Maloney
SfGNATU&V PRINT NAME DATE
Business Name:
Address:
City/State/Zip:
Phone:
Treasure Coast Roofing,, LLC
1816SW Biltmore St.
772-343-83031 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: 20 SILVER OAK DR.
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID[Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number I 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 --- AN
Property Owner Name
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS - Ca3 DAY OF 20-LO
BYMatthew Lyle Wynne WHO I PERSONALLY KNOW 0 ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
a'd.'o an� 4"0'
V
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
DOROTHY N HAFNER
-0% Notary Public - State of Florida
W. My Comm. Expires Oct 2. 2012
F.
V Commission # DO 827096
04
Bonded Through National Notary Assn.
"I P F, If,' 0,
r
e.
WIN. SETBACK REQ.
I
FRONT Itl
SIDES ja_
cm a �s
RVAR , I - C---
R
ZMG 1-0)- -57E
4
7 -j je-.#
RXIVIA 1 OOX-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: VV I &IM
Builder Name: WAYNNE
Street: 1.0
Permit Office:
City, State, Zip: FORT PIERCE, FL, 34983
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Fort Pierce
1. New construction or existing New (From Plans)
9. Wall Types
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int lnsul� Exterior
R=4.1 1318.80 fi:2
b. Face Brick - Wood, Exterior
R=1 1.0 204.00 fl:2
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 (fl:2) 1451
a. Under Attic (Vented)
R=30.0 1452.00 fl:2
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 fl:2
SHGC:
12. Cooling systems
c. U-Factor: N/A ft2
a. Central Unit
Cap: 30.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A ft2
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 30.0 kBtu/hr
a. U-Factor: N/A ft2
HSPF: 8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 fl:2
EF: 0.9
b. N/A R= fl:2
b. Conservation features
c. N/A R= ft2
None
15. Credits
Pstat
Total As -Built Modified Loads: 27.22
Glass/Floor Area: 0.093
PASS
Total Baseline Loads: 31.91
I hereby certify that the plans and specifications covered by
Review of the plans and
Vf"JE Sr
this calculation, are in ompliance with the Florida Energy
specifications covered by this
0
Code.
calculation indicates compliance
with the Florida Energy Code.
PREPAI�
Before nstruction is completed
0-
DATE:
this ilding will be inspected for
pliance with Section 553.908
I hereby certify that this building, as designed, is in c m ce
Florid Statutes.
with the Florida Ener 7bode.
Y% 1AM
VW M.0
OWNERiACr-'2F*N
BLI. DING OFFICIAL:
DATE: -1
I-.
DA E:
5/5/2010 8:45 PM EnergyGauge@ USA - RaRei2008 Page I of 5
PROJECT
Title:
WYNNECARLETONPERF61 Bedrooms: 2
Adres's Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 1451
Lot #
Owner:
Total Stories: 1
SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
WAYNNE
Rotate Angle: 0
Street:
Permit Office:
Cross Ventilation: No
County:
ST. LUCIE
Jurisdiction:
Whole House Fan: No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL, 34983
New/Existing:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp
Int Design Temp Heating Design Daily Temp
Design
Location
TMY Site Zone 97.5%
2.5%
Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90
75 70 722
62 Low
FLOORS
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 Insul.
Pitch
1
Hip
Metal 1530 f12 0 ft2 Medium
0.88 N 0
18.4 deg
ATTIC
#
Type
.Ventilation VentRatio.(1 in)
Area RBS IRCC
1
Full attic
Vented 300
1452 ft2 N N
CEILING
y#
Ceiling Type
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented)
30
1452 ft2
0.1
Wood
WALLS
Cavity
Sheathing
Framing Solar
y #
Ornt Adjacent To
Wall Type
R-Value
Area R-Value
Fraction Absor.
I
N Exterior
Concrete Blobk-!-Int'insui
4.1
489.21 ft2 -' 0
0 o.-a,- : - - ,
2
E Exterior
Concrete Block - Int Insul
4.1
148 ft2 0
0 0.8
3
S Exterior
Concrete Block - Int Insul
4.1
30133 ft2 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 ft2 0
0 0.8
5
W Exterior
Concrete Block - Int Insul
4.1
316.31 ft2 0
0 0.8
6
S Exterior
Face Brick - Wood
11
204 ft2 0
0.25 0.8
5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 2 of 5
DOORS
#
Ornt
Door Type
Storms U-Value
Area
1
E
Wood.
None 0.6
21 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
#
Ornt Frame
Overhang
Panes NFRC U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
1
2
3
4
5
6
N Metal
N Metal
E Metal
S Metal
W Metal
W Metal
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
No 1.3 0.64 N 20 ft' I 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 1.3 0.64 N 30 ft' I ft 0 in 0 ft 6 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
None
None
None
None
None
None
INFILTRATION & VENTING
Method
Forced Ventilation Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Wafts
Default
0.00036 1370
7.08 75.2 141.5 0 cfm 0 cfm
0
0
GARAGE
#
Floor Area
Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
382.8 ft2
382.8 ft2
64 ft 8 ft
(invalid)
COOLING SYSTEM
V #
System Type
Subtype
Efficiency Capacity Air Flow SHR
Ducts
1
Central Unit
None
SEER: 14 30 kBtu/hr cfm
0.7
sys#1
HEATING.,SYSTEM - - -
V #
System Type
Subtype
Efficiency Capacity Ducts
1
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
y#
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
---- Supply,----
- ---- Return
Air
Percent
V/ # Location R-Value A . rea
Location
Area
Leakage Type
Handier
CFM 25
Leakiige
QN
RLF
1
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Cooling Jan
M:r
r
Apr
M
Xj Junn
XjJu
ug
Au
X S
X Oct
No
Dec
IXXI
Heating Jan
JXXJ FF:b
JXXJ r
X A
r
IX M:Yy
Xj
IX Ju
IX Jul
A g
X1
r
S%
jXj p
X Oct
j
X Novv
rXI
X1 Dec
rx
Venting X Jan
X Feb
X Mar
X1 Apr
X May
X Jun
X Jul
X Aug
X Sep
X Oct
Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
80
80
80
80
PM
80
80
78
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66
68
68
68
68
68
68
'68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 4 of 5
F6R'M 1 �oO'A-08
Code COmpliance-Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT #:
FORT PIERCE, FL, 34983
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N 1 106.AB. 1. 1
Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
N 1 106.AB. 1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottorn plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N 1 106.AB. 1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N1106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N1106.AB.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
-story Houses
N11i'66.-ABA.2.5
Air barrier on perimeter of floor cavity betweenfloors.
IMulti
Additional Infiltration reqts
N1 106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1 1 12.AB.3
Comply with efficiency requirements in Table N I 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N1112.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pqo.l!
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N1112.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1 1 10.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N 1 104.AB. 1
Ceilings -Min. R-1 9. Common walls -frame R-11 1 or CBS R-3 both
N 1102. B. 1. 1
sides. Common ceiling & floors R-1 1.
5/5/2010 8:45 PM EnergyGauge@ USA - RaRes2008 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.
7 FORT PIERCE, FL, 34983
1. New construction or existing
New (From Plans) 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=4.1
1318.80 A-
3. Number of units, if multiple family
b. Face Brick - Wood, Exterior R=1 1.0
204.00 fl:2
c. N/A R=
ft2
4. Number of Bedrooms
2 d. N/A R=
ft2
5. Is this a worst case?
No 10. Ceiling Types Insulation
Area
6. Conditioned floor area (fl:2)
1451 a. Under Attic (Vented) R=30.0
1452.00 ft2
7. Windows— Description
Area b. N/A R=
ft2
a. U-Factor: SgI, 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 ft2
SHGC:
12. Cooling systems
c. U-Factor: N/A
ft2 a. Central Unit Cap: 30.0 kBtu/ht
SHGC:
SEER: 14
d. U-Factor: N/A
ft2 13. Heating systems
SHGC:
e. U-Factor: N/A
a. Electric Heat Pump Cap: 30.0 kBtu/hr
ft2
SHGC:
HSPF: 8.2
8. Floor Types Insulation Area 14. Hot water systems
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 fl:2 a. Electric Cap:
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 Efficienceode for Building
b a,,
Construction through the above energy saving features which Will, ins led (or exceeded)
in this home before final inspection. Otherwise, a new EPL Dis Card will be completed
based on installed Code compliant �.atu .9
Builder Signature: Date:
Address of New Home: City/FL Zil)71��_,
*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(D USA - FlaRes2008
+ wrightsoft- 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: cornfortcontrolofs1c.com
Q 7 C C k �\ ;:: � k. � - " Vk &- -,)
For: eARffE)P+ PERFE lf+9N-@4-, WYNNE BUILDING CORP.
FORT PIERCE, FL 34983
1�0 C1)Q111q�-1Z1 .
N otes:
Weather:
Winter Design Conditions
Outside db 42 oF
Inside db 70 oF
Design TID 28 *F
Heating Summary
Structure
17945
Btuh
Ducts
2467
Btuh
Central vent (31 cfm)
969
Btuh
Humidification
0
Btuh
Pipigg
0
Btuh
Equipment load
21381
Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft')
Air changes/hour
Equiv. AVF (cfm)
Fort Pierce, FL, US
Simplified
Average
0
Heating
Cooling
1452
1452
12652
12652
0.45
0.23
95
49
Heating Equipment Summary
Make
Carrier
Trade
BASE 13 PURON HP
Model
25HBB330
ARI ref no.
3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 470F
27
'F
1000
CfM
0.049
cfm/Btuh
0
in H20
a -g-
Summer Design Conditions
Outside db
90
'F
Inside db
75
oF
Design TD
15
'F
Daily.range
Re ative umi ty
L
50
%
Moisture difference
61
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
18521
Btuh
D ucts
3214
Btuh
Central vent (31 cfm)
519
Btuh
Blower
0
Btuh
Use manufacturer's data n
Rate/swing multiplier 0.95
Equipment sensible load 21141 Btuh
Latent Cooling Equipment Load Sizing
Structure
2826
Btuh
Ducts
1002
Btuh
Central vent (31 cfm)
1316
Btuh
Equipment latent load
5144
Btuh
Equipment total load
26285
Btuh
Req. total capacity at 0.70 SHR
2.5
ton
Cooling Equipment Summary
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
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.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:NWrightsoft HVAC%Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MA Orientation = E Page 1
wrightsaft. Load Short Form Job:
Date: APRIL28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
For: CARLTON PERFECTION 61, WYNNE BUILDING CORP.
FORT PIERCE, FIL 34983
HEATING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor.
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
'F
1000
cfm
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
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
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
CIg load
(Btuh)
Htg AVF
(Cfm)
Clg AVF
(Cfm)
FOYER
60
1153
708
56
33
GRT RM/DINING
509
7608
7096
373
326
LAUNDRY
46
921
1864
45
86
KITCHEN
150
395
3487
19
160
MS BATH
53
1011
577
50
27
MS CLOSET
70
78
157
4
7
MSBDRM
252
4186
5360
205
247
HALL
18
19
39
1
2
BATH
45
521
250
26
12
BDRM 2
194
3594
1799
176
83
RAAC'-rMM I All
r r_1
r)nr
Ono
A E
40
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
. - -4+ 2010-May-O 5 20:35:12
I- WrEgh%:Scftc� Right -Suite@ Universal 7.1.16 RSU05864
Page 1
E:\WrightsoftHVAC\WynneCorp\WYNNECARLETONPERF61.rrp Calc=MJ3 Orientation=E
a
Entire House p
1451
20412
21734
1000
1000
Other equip loads
969
519
Equip. @ 0.95 RSM
21141
Latent cooling
5144
-rn-rA LI
4 A�A
n4n04
110,10C
4 Arv%
4 nnn
I_j I r% Q I 'K.) 1 4 1 JU I I_Iul�ul) I UUU I UUU
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E: \Wrig htsoft HVAC \Wynne C orp\WYN N ECAR LETO N PER F61. rrp Calc=MJB Orientation=E Page 2
wrightsak: Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comforteontrolofslc.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
B. 0 ft heat/cool
4
Room dimensions
6.0 x 10.0 ft
5
Room area
1451.3 ft2
60.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (ft)
Load
number
(Btuh/ft2.-*F)
(Bt /ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat ,
Cool
G ross
NIP/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
T__G
12C-Osw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
1A-rlob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
1 2C-Osw
0.091
e
2.55
2.18
148
107
273
234
48
27
69
59
L-G
1 A-rl ob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
D
I I
D
11.10
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
Ij1A-r1omd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1 D-c2ow
0.570
w
15.96
69 . 58
30
2
479
1788
0
0
0
0
R
1213-0bw
0.097
-
2.72
0.85
204
188
510
160
80
80
217
68
L-D
11DO
0.390
n
10.92
11.31
16
16
177
184
0
0
0
0
C
lUB-30ad
0.032
D.90
1.68
1395
1395
1250
2344
60
60
54
101
C
16C-19al
0.049
1.37
2.08
56
56
77
117
0
0
0
0
F
22A-tph
1,358
38.02
0.00
1451
152
5761
0
60
6
228
0
6
c) AED excursion
3063
-2
Envelope loss/gain
15025
13201
921
592
12
a) Infiltration
2920
800
107
29
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
4
920
0
0
Appliances @ 1200
3
1
3600
01
1
0
Subtotal (lines 6 to 13)
17945
18521
1027
621
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
17945
18521
1027
621
15
Duct loads
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412
21734
1153
708
Air required (cfm)
1000,
1000,
56,
33
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
A- Right -Suite@ Universal 7.1.16 RSU051364 2010-May-05 20:35:12
A(�C�N E:XWrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
Room name
GIRT RM/DINING
LAUNDRY
2
Exposed wall
46.5 ft
6.5 ft
3
Ceiling height
9. 8 ft heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 509.0 ft
7.0 x 6.5 ft
5
Room area
509.0 ft2
45.5 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft)
Load
Area (ft2)
Load
number
(Btuh/ftl�-017)
(Bt /w)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/PJS
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
L-G
12C-Osw
0.091
n
2.55
2.18
260
220
561
481
0
0
0
0
IA-rl.b
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
W.
12C-Osw
0.091
a
2.55
2.18
0
0
0
0
0
0
0
0
i A-rlob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
W
L-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
52
52
132
114
1A-r1orn
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
W
2.55
2.18
196
157
400
343
0
0
0
0
L21A_r1omd
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
P
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
56
40
108
34
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
1613-30ad
0.032
0.90
1.68
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)
1
6780
6224
821
1634
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
6780
6224
821
1634
15
Duct loads
12%
14%
827
873
12%
14%
100
229
Total room load
7608
7096
921
1864
Air required (cfm)
373
326
451
86
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
,e: -F+4- ��gqgi",t��Tvt- Right -Suite@ Universal 7.1.16 RSU05864 -May-05 20:35:12
2010
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2
Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort controfofs Ic. com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
I
Room name
KITCHEN
IVIS BATH
2
Exposed wall
0 ft
7.5 ft
3
Ceiling height
8.0 ft heat/cool
8.0 ft heat/cool
4
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 (ft�
Load
Area (ft2)
Load
number
(Btuh/W-'F)
(Bt fft�
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
H eat
Cool
Gross
N/P/S
Heat
Cool .
Gross
N/P/S
Heat
Cool
6
WL_G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
0
0
0
0
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
L-G
1A-rlob
1.080
a
30.24
26.27
0
0
0
0
0
0
0
0
11
D
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
60
54
136
118
1A-rlom
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
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
12B-Obw
0.097
-
2.72
0.85
68
68
185
58
0
0
0
0
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
150
150
134
252
53
53
47
88
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
150
0
0
0
53
8
285
0
6
c) AED excursion
-8
30
Envelope loss/gain
319
302
683
394
12
a) Infiltration
0
0
133
36
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
2
1
2400
01
0
Subtotal (lines 6 to 13)
319
2702
816
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
319
2702
816
431
15
Duct loads
24%
29%
76
785
24%
34%
195
146
Total room load
395
3487
1011
577
Air required (cfm)
19
160
50
27
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\WrIghtsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJS Orientation = E Page 3
+ wrightsoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
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
5
Room dimensions
Room area
7.0 x 10.0 ft
70.0 ft2
14.0 x 18.0 ft
252.0 ft'
Ty
Construction
U-value
Or
HTIVI
Area (ft)
Load
Area (ft2)
Load
number
(Btuh/ft2.-'F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
W.
12C-0sw
0.091
n
2.55
2.18
0
0
0
0
64
64
162
139
L-G
IA-,Iob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W.
12C-0sw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
E I
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
D
T--G
11,10
12C-Osw
0.600
0.091
e
s
16.80
2.55
17.40
2.18
0
0
0
0
0
0
0
0
0
153
0
153
0
390
0
334
1A-r1orn
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
w
13A-5ocs
12C-Osw
0.125
0.091
s
w
3.50
2.55
2.22
2.18
0
0
0
0
0
0
0
0
0
119
0
89
0
227
0
194
Ij1A-r1omd
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
30
2
479
1786
R
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
70
70
63
118
252
252
226
423
C
16C-19al
0.049
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) I nfiltration
0
0
745
?04
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
Subtotal
63
117
3731
4701
15
Duct loads
24%
34%
15
40
12%
14%
455
659
Total room load
78
157
4186
5360
Air required (cfm)
4
7
205
247
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suite(D Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\V\fYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 4
-9- wrightsoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
I Room name
HA LL
BATH
2 Exposed wall
0 ft
5. 0 ft
3 Ceiling height
8. 0 ft heat/cool
8. 0 ft heat/cool
4
Room dimensions
3.5 x 5.0 ft
9.0 x 5.0 ft
Room area
17.5 ft2
45.0 ft2
TY
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2�-OF)
(Bt uh/ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
WL
12C-0sw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
87
_G
1 A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
L--G
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
D
iijo
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-r1onn
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
G
LG
1A-r1omd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
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
is
16
29
45
45
40
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
18
0
0
0
45
5
190
0
6
c) AED excursion
0
-1
Envelope loss/gain
16
29
332
162
12
a) Infiltration
0
0
89
24
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)
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 1
Duct loads
24%,
34% 1
4 1
10
24%
34%,
100,
63.
Total room load
1
iq�
39
'
521
250
Air required (cfm)
1
2
1
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 = MJ8 Orientation = E Page 5
�Wruig'�htsoft' Right -A) Worksheet Job:
Entire House Date: APRIL28,2010
COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: cornfortcontrolofs1c.com
I I
1 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
5 Room area 1 Qq R ff2 12.5 x 15 . 5 ft - 7.0 x 8.0 ft
TY
Construction
U-value
Or
HTM
Area (W)
Load
Area (ft�
Load
number
(Btuh/ff-*F)
(Btuh/ft2)
_C11I
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
F
G ross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
T__G
12C-0sw
0.091
n
2.55
2.18
124
124
316
271
0
0 0
0
1A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0 0
0
w
12C-Osw
0.091
e
2.56
2.18
100
80
204
175
0
0
0
0
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
0
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T--G
12C-Osw
0.091
s
2.55
2.18
36
36
92
79
0
0
0
0
1A-rlom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
w
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
64
64
224
142
w
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
Ij
IA-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
P
L-D
12B-Obw
0.097
-
2.72
0.65
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-19a[
0.049
1.37
2.08
0
0
0
0
56
56
77
117
F
22A-tph
1.358
38.02
0.00
194
33
1236
0
56
8
304
0
6
c) AED excursion
45
�1
Envelope loss/gain
2626
1420
605
258
12
a) Infiltration
577
158
142
39
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0.
0
0
Subtotal (lines 6 to 13)
3203
1578
747
297
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
3203
1578
747
297
15
Duct loads
12%
14%
391
221
24%
34%
178
1
Total room load
1
1-
35941
1799
925
398
Air required (cfm)
176
83 1
45
is
Printout certified by ACCA to meet all reguirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
�40(;I', EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6
MiTek
. POWER T12 PERFORM."
,�-o
,Nyv� 0�
RE: M1 1301 - Grand Carlton MiTek Industries, Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL 336104115
Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model:
Lot/Block: Subdivision:
Address: n/a
City: Port St. Lucie State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1
Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf
Roof Load: 37.0 psf
This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
JNo.
Seal#
�T3809484
I Truss Name
I Date
� No.
Seal#
Truss Name
Date
11
I A5
17/16/010
118
T3809501
KJ8
7/16/0101
12
IT3809485
I A6
17/16/0101
13
IT3809486
I A7
17/16/010
14
IT3809487
I A8
17/16/0101
[5
IT3809488
JA9
17/16/0101
16
IT3809489
JA
17/16/0101
17
IT3809490
I GRA
17/16/0101
18
IT3809491
I GRB
17/16/010
19
IT3809492
1,11
17/16/010
110
IT3809493
1,12
17/16/010
Ill
IT3809494 1,13
17/16/010
112
IT3809495 1,14
17/16/0101
113
IT3809496 JJ5
17/16/010
114 IT3809497
1,16
17/16/010
115
IT3809498 1,17
__
17/16/0101
116 IT3809499
1,18
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
for any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Sec. 2.
% is's '14
..........
A�Z
0
-P STATE OF 1JJ Z
A-
-'o 0 R
�',ffl.,ONAXJ� %%%%
1111111111tt
FL Cert. 6634
July 16,2010
Albani, Thomas I of 1
Job
Tru s
Truss Type
Oty
Ply
Grand Carlton
T3809484
M11301
As
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
1 HOO-0 7-8-5 17-0-0
�; 45 g3V:
26-4-0 34-0-0 ?5-0-Q
7-8-5 it .0-9
6-5-12
5-11-8 7-8-0 'i-0-d
Scale= 1:61.3
4.00 rl —2 5x8 IVIII20=
2x3 M1120 11 6 2X3 M 1120 11
3x6 M11205r 7
3X6 IV11120z��
WIVII12OZz 4 5
8 3x4 IVIII20--
3
Lf
9
14
U) 1 2
1 t2
;i 7X10 M1120= is
16
6 16
6
SX10 IVIII205-� 13
12 3X6 IVIII20--
2.00 FT2— 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 (X,Y): [2:0-3-11_0-1-8l,rlO: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
TCDIL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.44
13-14 >277 240
BCLIL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.45
10 n/a n/a
BODIL 10.0
Code FBC2007[rPI2002
(Matfix)
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 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
1 Row at rn idpt 6-14
6-14: 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 2=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 (115) or less except when shown.
TOPCHORD 2-3=-5575/3114, 3-5=-5238/2804,5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368,
9-10=-3169/1750
BOTCHORD 2-14=-2965/5275,13-14=-1013/2184,12-13=-1 53112933,10-12=-1531/2933
WEBS 3-14=-299/395, 5-14=-2221275, 6-14=- 1827/3309, 6-13=-342/543, 9-13=-664/551,
9-12=0/252
NOTES
t11111111111
1) Unbalanced roof live loads have been considered for this design.
J,
A.
2) Wind: ASCE 7-05; 140mph (3-second gust): TCDL=4.2psf; BGDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate g6p DOL--1.33
3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.
psf
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-01 wide will I
between the bottom chord and any other members, with BCDL = 10.Opsf. -% . . 6 39380-
5) Nearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should vefify capacityjif
bearing 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=-
10=858.
TE
LOAD CASE(S) Standard
0 R
ONM-%
'18111111111,
FL Cert. 6634
July 16,201
WARWNG- V�Ifij designparnzet— —d READ NOTHS ON MIS AND INCLUDED WTEKP
.EPEREMCB PAGE YSI-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.
Appli I cability of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown
Is for ateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
—... - I --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPII Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
Safety Information available from Tnjw Plate Institute, 781 N. Lee Street, Suite 31Z Ajexandda. VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss Type
ty
Ply
Grand Carlt n
T3809485
M11301
A6
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 14:47:31 2010 Page
0-0-0 8-11-11 15-0-0 �4-81
-0 34-0-0 T5 0-)?
'1-o-d _11 6-0-6 1�1 .8
8-11 4.0-0 .4
5-11 7-8-0 y
Scale 1:62.6
4.00 F1 _2 5x10 M1120-- 5x6 M1120--
5 6
2x3 V11120,��
3x6 V!1120��
3X4 V11120�-7
4
3X6 M1120--
3
7
8
2 14
9
6x8 M1120= 13
0 10 t2
16
3x1 0 M 1120:7- 3x4 M1120zz 12
11 3x6 IV11120-- 6
2.00 [1-2 5x6 V11120=
2X3 IVIII20 11
10-6-4 0 4-1
_0�i LS
-0 34-0-0
10-6-4 Zk._ I -�4
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 (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.97
Vert(LL) 0.69
2-14 >580 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.23
2-14 >324 240
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.41
9 n/a. n/a
B(jDL 10.0
Code FBC2007/TP[2002
(Matrix)
Weight: 152 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-138(LC 6)
Max Uplift2=-875(LC 3), 9=-875(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/181 1
BOTCHORD 2-14=-2964/4955,13-14=-1329/2512,12-13=-1 107/2171, 11-12=-1587/2829,
9-11=-1587/2829
WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
NOTES
1) Unbalanced roof live loads have been considered for this design.
tt%J11111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp Q enclosed; MWFRS (low-rise); Lumber till'% A.
DOL=1.33 plate grip DOL=1.33
% NG
........
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi A
�etween the bottom chord and any other members. w
% 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vefify capacityxf
beafing 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—_ . . . . . . :fix -
9=875.
ATE
LOAD CASE(S) Standard
4
FL Cert. 6634
July 16,201
AWARNING- V-4fij d-,gp�m&� �d READ NOTES ON 7WISAAID INCLUDED BHTEKREIPMENCE PAGE MI 7473 r�. 10-MRSPORB USE
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 design poramenters and proper incorporation of component is responsibility of building designer -not fruss designer. Bracing shown
- is for lateral support of Individual web members only. Addilional temporary bracing to Irsure stability during construction is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSlfrPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnallion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809486
M11301
A7
SPECIAL
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:33 2010 Page
8-11-9 -0-0 21-0-0
�11__100 14---1.7
Mo 34-0-0 $5-0-Q
8-11-9 3 8-0-0
T-4 - 1— 7-8-0 _V-6:01
Scale 1:62.6
4x8 M1120--
—
4x8 M1120--
4. 00 F1 _2 4 5
2x3 M1120-Z�'
3
3x4 M1120--
6
2
7 8
7x8 M1120=
c?
WO M1120== 10
o
9 W M1120--
2. 00 F1 2- 5x12 M1120=
2x3MI12011
10-6-4 0
26-4-0 -0-0
�4-8
10-6-4 _'
5-11-8 1 18-0-
Plate Offsets (X,Y): [2:0-4-4,Edgel, [7:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(too) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.77
Vert(LL) 0.66
2-11 >602 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(FL) -1.13
10-11 >355 240
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL) 0.41
7 n/a n/a.
BGDL 10.0
Code FBC2007/TP[2002
(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.
-4: 2 X 4 SYP M 31 BOTCHORD
12
Rigid ceiling directly applied or 2-2-0 oc, bracing.
1216TCHORD X4 SYP M 30 WEBS
1 Row at midpt 4-10
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
[Installation
guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz 2=-1 23(LC 6)
Max Uplift2=-890(LC 3), 7=-889(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5291/3195,3-4=-4991/3006,4-5=-2299/1492,5-6=-2409/1503,6-7=-3033/1827
BOTCHORD 2-11=-3012/5002110-11=-1821/3184,9-10=-1601/2801,7-9=-1601/2801
WEBS 3-11 =-284/421, 4-11 =- 1309/2342, 4-1 0=- 1032/675, 5-1 0=- 116/454, 6-1 0=-617/51 0,
6-9=0/255
NOTES
1) Unbalanced roof live loads have been considered for this design.
jV11111111111
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
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any live loads.
c),
% E N
%
psf other
*
-% A�
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 ft.
between the bottom chord and any other members. MO 39380
6)'Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vedfy capacityjif
beatiring surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=890=
Ma:
7=889.
ATE
L&D CASE(S) Standard
All
0 R
#NJ JAI J�
FL Cert. 6634
July 16,201 C
�imfi�
AWAPNMG- V-qfijd�fgjpnwt��d READ NOTES ON MIS AND rMCLUDEDMTEKREFERENCE PAGE IMI-7473 �. 10-'OS BEFORE USE
Design valid for use only with Milek connectors. This design is based only upon parameters shown6 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
WeV
erector. AddMonal permanent bracing of the overall structure is the responsibility of the building deGigner. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[tPil Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Satety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Nexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809487
M11301
A8
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
8-11-9 1— 4 -48 0-0 1-3 34-0-0
0 5-8- 0
1 0�
Hoo 12-�
11
4-1-4 2.7-8— 3- 7-10-13
13 T__CX01
Scale 1:62.6
5x6 M1120=
4. 00 F1 _2 3X4 M1120= 2x3MI12011 5x10M1120zZ7
2x3 IV111201�� 4 5 6 7
3 2x3 IV11120-�,
2 9
13 10 Iu I
MI
0 7X8 M1120=-- c?
3XIO IVIII20=: 12 11 3X6 M1120zz�
2. 00 F1 _2 5x12 M1120= UZI M1120=
10-6-4 20-4-8 00 34-0-0
10-6-4 9-10-4 11-0-0
Plate Offsets MY): [2:0-4-4,Edqel,[7:0-5-0,0-2-01,[9:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in (loc) I/defi Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(rL) -1.21 12-13 >331 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.42 9 n/a. n1a
BGDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 151 lb
,LUMBER t BRACING
TOPCHORD 2 X 4 SYP M 30 *Except* TOPCHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
1-4:2 X 4 SYP M 31 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
,
BOTCHORD 2 X4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-107(LC 6)
Max Uplift2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051,4-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741,
7-8=-2623/1654, 8-9=-2960/1878
BOT CHORD 2-13=-3086/5036,12-13-2118/3556,11-12=-1324/2454, 9-11=-1648/2750
WEBS 3-13=-357/48414-13=-933/1546, 5-13=-426/92215-12=-10311734, 7-12=-3461505,
7-11 =-246/432, 8-11 =-402/435
NOTIES
1) Unbalanced roof live loads have been considered for this design. titiIIIIIIIIIIIII
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWIFRS (low-rise); Lumber
A.
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding. o 46�
. \GEN,3*-.
'4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any live loads. %
psf other 4�'
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. .��io 39380
'6rBearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacitjf
bearing surfac:6.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=902—_
Z
9=902. .-fir
ATE
LOAD CASE(S) Standard AN
ON
FL Cert.
July 16,201
MOM ON THIS AND MCLUDED MTEKREFERENCEPAGBAN-7473 �. 10-'08 ERFORE 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 buildhg 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
PATek
erector. Additional permanent bracing of the overall structure is the responsibility of the bullding 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 Tnw Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Tru a ype
City
Ply
rand Carlton
T3809488
�M11301
A9
SPECIAL
1
1
Job Reference (optional)
6 Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:35 2010 Page
9-0-0 158
50-0 34-0-0 �5-O-Q
9-0-0 �4 1 4-8-4
4'� 8 9-0-0 It -o-d
Scale 1:62.6
7X10 M111811':�;
4. 00 F1 _2 3x6 M1120= 2x3 M1120 11
7XIO M1118H--
3 4 5
6
U
A
2
11
7
8
x14 M1118H=
6 71
7
C?
3X1 0 MI 120:.-- 10
9 3x6 M1120--
2.00 F1_2 5x12 WISH=
2x3 M1120 11
10-6-4 20-4-8 0-0 34-0-0
L' 0-0 L5_
10-6-4 9-10-4 2-�7-i
-
2-��O 9-0-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [3:0-5-0,0-2-01, [6:0-5-0,0-2-01, [7:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/detl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.80
Vert(LL) 0.93 10-11 >431 360
M1120 249/190
TCIDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TQ -1.56
10-11 >256 240
M1118H 195/188
BQLL 0.0
Rep Stress Incr YES
WEI 0.88
Horz(TQ 0.51
7 n/a n1a
BCDL 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 X4 SYP M 30
WEEIS 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=-92(LC 6)
Max Uplift2=-912(LC 3), 7=-912(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
�TOPCHORD 2-3=-5295/330513-4�6342/3918,4-5=-3259/2104,5-6=-3259/2104,6-7=-2964/1856
,BOTCHORD 2-11=-3095/5007,10-11=-2849/4602,9-10=-1615/2738.7-9=-l615/2730
!WEBS 3-11=-973/1926,4-11=-993/1882,4-10=-1495/1050,6-10=-438/825,6-9=-2/269
NOTES
1) Unbalanced oof 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-fise); Lumber
DOL=1.33 plate grip DOL--1.33
I I III,,
3) Provide adequate drainage to prevent water ponding.
A. 1
�4) All plates are MT20 plates unless otherwise indicated.
15)
........ 1
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*Thistruss
% 0
% E N
�6) has been designed for alive load of 20.Opsf on the bottom chord inallareaswherea. rectangle 3-6-0 tall by 2-0-0 wide will fit,: -
between the bottom chord and any other members.
%
4%
�39
17�Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity NO 3 8
bearing surface.
18) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=912=
7=912.
Mcc Z
IL6AD CASE(S) Standard
ATE 11*
0 k
R
0 A',-
IN 00
11111111
FL Cert. 6634
July 16,201
&WARKPM-V�fijd�igp�...t.—dRPA NOTES ON MIS AM INCLUDED KTTEK REFERENCE PAGE M-7473 �. 10-US BEFORE, USE,
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
w9i,
MlcoUility of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
fp"lateral support of individual web members only. Additional temporary bracing to Insure stability during construction isthe responsibillIty ofihe
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[rPIl Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Mexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
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
6-7-13 152-4-13 700 �1 7 3
ri-1
27-4-3 34�.0;30 ?5- 0
�O09 -7-13 1
6 �3
5-9-0 0
Scale 1:59.4
4. 00 F1 _2 4X5 M1120=
6 19
2x3 M 1 [20 11 18
2x3 M 1120 11
3X6 M1120-- 5
7 US M1120zz:
3x4 M1120�� 4
8 3x4 M1120--
3
9
2
10
3x8 MI]20= 17 16 15 20 21 14 is 12 3X8 M1120=
2x3 M 1120 11 4x6 M1120= 3X8 M1120= 3x8 M1120= 4X6 M1120= 2x3 M1120 11
6-7-13 12-4-163 21-7-3
1143 34-0-0
�.7 9-2-7
6-7-13
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.41
Vert(LL) -0.38 14-15 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.70
Vert(TQ -0.82 14-15 A86 240
BCLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16
10 n/a. n/a
BQDL 10.0
Code FBC2007[FP12002
(MatHx)
Weight: 163 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOT CHORD 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 quide.
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.
TOPCHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-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
1) Unbalanced roof live loads have been considered for this design.
o0111111111
2) Wind: ASCE 7-05; 1140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-dse); Lumber 1 P'0�e
A.
DOL=1.33 plate grip DOL=1.33
PS 44
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ...........
4) *Thistruss has been designed for load 20.Opsf the bottom inallareaswherea. 3-6-0 by2-0-Owide
alive of on chord rectangle
tall willfit,%�%A do
between the bottom chord and any other members, with BCDL = I O.Opsf.
5�Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ila uplift at joint(s) except at=lb) 2=880�1 3938
10=880. _- *
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0=
and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the
7� In the LOAD CASE(S) section, loads applied to the face of the truss front back
responsibility of others.= 'S�
are noted as (F) or (B).
ATE
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
A,
0 R
Uniform Loads (plo
..........
/0 %
Vert: 1-6=-S4, 6-1 1=-54, 2-20=-20, 20-21=-60,10-21=-20
N M-
0 1,411111till'o
Concentrated Loads (lb)
Vert: 18=-50(F) lg=-50(F)
F__FL Cert. 6
July 16,201
ftjd-1g.p.a..dRr?A ATOMS ON THIS ARD MCLUDED WTEKRF_FRREKC_- PAGP,
A& WARFUNG - Verf EPPIRENCEPAGE -7473 �. 10-MBEFORB USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the
M!Tek'
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 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 31 Z Alexandria. VA 22314. <
Tampa, FL 33610-4115
Job
Truss
Truss Type
aty
Ply
Grand Carl] on
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 17-0-0 118 2-22 34-0-0
_0�4
AOO
t6O
41 - 5-11-0 1
8-0-0 __ _ t .8_ 2% 1
_6 3 2 3.9. 8-0-0 1-0-0
Top chard must be braced by end ja0kS, 1:61.2
roof diaphragm, or properly connected
4x5 IVII 120 purlins as shown.
9 7x8 M1120=
7x12 M1120—_ E 17 6x12 M1120--
19
4.00 [1-2 4 1X6 M112(
�12
:3 120= 13 18 �2�21
r5 a
. -
10
1 2 22 23 t2
gg 1c;
3x5 M1120= 28 EZE 6
29 27 26 25 24 3x5 M1120=
3X6 MI 120 = 7x8 MI 120 5x6 MI 120
3x5MI12011 6x8MI120= 3x6 M1120=
18-6-0 26-0-0 34-0-0
2-60-60
7-5-0 7-6-0 8-0-0
Plate Offsets MY): [2:0-2-4,0-1-81,[3:0-5-0,Edgel,[21:0-5-0,Edqel,[22:0-2-4,0-1-81,f27:0-3-8,0-3-01
"LOADING (psf)
SPACING 2-0-0
CS1
DEFIL in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.98
Vert(LL) 0.14 22-24 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.51
Vert(TL) -0.24 2-29 >533 240
BCLL 0.0
Rep Stress Incr NO
WB 0.72
Horz(TL) 0.03 22 n/a n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matdx)
Weight: 194 Ito
LUMBER BRACING
TOPCHORD 2X4SYPM30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOTCHORD 2X4SYPM30 Except:
WEAS 2 X 4 SYP No.3 2 Rows at 1/3 pis 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19. 17, 14
MiTelk recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS All bearings 0-8-0.
(lb) - Max Horz 2-154(LC 6)
MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5),
26=-1697(LC4),22=-7111(LC4)
MaxGrav All reactions 250 Ito 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 (11b) or less except when shown.
TOP CHORD 2-3=-524/345, 3-5=-5101774, 5-7=-736/1100, 7-8=-736/1 100, 8-1 0=-736/1 100,
10- 1 2�-736/1100' 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1 100,
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334, 4-6=-140/290, 6-9=-99/356,
9-11=-52/411,11-14=-1231474,14-17=-45/344,17-19=-93/279 .......
BOT CHORD 2-29=-342/438, 28-29=-282/3", 27-28=-282/344, 26-27�6881581, 25-26=-354/461,
24-25=-354/461, 22-24=-1 144/1704
WEBS 3-29=-523/811, 3-27=-1 452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832/71 0,
8
18-26=-1876/1617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 N-6 39 0
NOTES
1) Unbalanced roof live loads have been considered for this design.
MX Z
2) 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
kT E
@OL=1.33 DOL=1.33 1Z
plate grip
'0% A, %b
3) Provide adequate drainage to
prevent water ponding.
4) All plates are 2x3 M1120 unless otherwise indicated. R
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .......
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of w[thstanding 393 lb uplift at joint 2, 1384 lb uplift at joint
27, 1697 Ito uplift at joint 26 and 711 Ito uplift at joint 22.
8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 6634
F
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 Ito up at
26-0-0, and 641 lb down and 518 lb up at B-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010
responsibility of others.
A WARA17NG - VeH& dmign pa�an�-f� �d READ NOTES ON THIS AAID INCLUDED =7EKREFERENCH PAGB V71-7473 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.
gel
MpIcabillty of design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
rl 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 dedgner. 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, Adexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
rand Carlton
T3809491
M11301
GRB
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 IVITek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
00, 7710-:09 13-8-14 20-4-0 34-0-0 -
6-8-14 6-7-2, ".0 1 7-0-0 to-d
Scale 1:60.5
7x1O IVIII18W-- 3x8 M1120=
4.00 F1 _2 3x6 IVIII20= 2X3 M1120 11 6x1O M1120--
3 16 17 18 4 5 19 20 6 21 22 23 7
2
�8
3x6 M1120!5- 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 3X4 M1120=
2X3 M1120 11 4x6 M1120= 3x4 Mlt2O= 7x8 M1120= 3x6 M1120= 2X3 M 1120 11
_ 13-8-14 20-4-0 L7-�1:0 34-0-0
7�N-0
6-8-14 6-7-2 '8.0 7-0-0
Plate Offsets (X,Y): r2:0-3-14,0-1-81, f3:0-5-0,0-2-01, [4:0-3-8,0-1-81,
[7:0-5-0,0-2-01
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
1.00
Horz(TL) 0.10 8 n/a . n/a
BCDL 10.0
Code FBC2007frPI2002
IWB
(Matrix)
Weight: 148 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 4-12,7-12
recommends that Stabilizers and required cross bracing be
[MiTek
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1251/0-8-0, 12=329210-8-0, 8=592/0-8-0
Max Horz2=77(LC 5)
Max UpIift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6)
Max Gmv2=1254(LC 7),12=3292(LC 1), 8=604(LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-2998/1795,3-4=-2012/1299,4-6=-908/1583,6-7=-908/1584,7-8=-1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/972,8-10=-4S4/934
WEBS 3-15=-149f784, 3-13=-862/552,4-13=-82f77914-12=-3806/2345, 6-12=-8091766,
7-12=-2676/1602, 7-10=-1381762
NOTES fill,
""0111111
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�0�'s .......
DOL=1.33 plate gdp DOL--1.33
3) Provide adequate drainage to G E Ns
prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
'o
5� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 9 3 8 0
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 will
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at jointzp-
and 459 lb uplift at joint 8.
87 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-(;,:—, A E
115 lb down and 128 lb up at 9-0-12,115 lb down and 128 lb up at 11-0-12,115 lb down and 128 lb up at 13-0-12,115 lb down and 1M
lbupat 15-0-12,115 lb down and 128 lb up at 17-0-0,115 lb down and 128 lb up at 18-11-4,115 lb down and 128 lb up at 20-11-4,11e.#
lbdownandl281bupat 22-11-4,andll5lbdownandl281bupat 24-11-4,andl461bdownandl47[bupat 27-0-0 on top chord and Ir ......
437]bdownandlg6lbupat 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
downat 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 24-11A, and 437 lb down and
196bupat 26-11-4onboftom 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).
LOAD CASE(S) Standard FL Cert. 6634
July 16,201
Continued on page 2
A WAPWM- V�Hfijdgpnet��dRFAD NOTES ONTEUSAND INCLUDED MTEKRP-FEREATCEPAGEM17473 r�. 10-'OSBEFOPB USE.
Design valid for use only with Mfrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design poramenters and proper incorporation of component is responslbilityot building designer -not trussclesigner. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsIbillity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding
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 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
M 11301 IGRB
Truss Type
HIP
Cham
34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 1
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
'Uniform Loads (plo
Vert: 1-3=-54, 3-7=-541 7-9=-54, 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-1 15(6) 7=-106(B) 15=-437(B) 10=-437(B) 16=-1 15(B) 17=-1 15(B) 18=1 15(B) 1 9=-1 15(B) 20=-1 15(B) 21=-1 15(B) 22=-1 15(B) 23=-1 15(8) 24=-45(B)
25=45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30m-45(B) 31=-45(B) 32=-45(B)
A,
\G
0 3938
ATE
41b
Al
0
'-...OR k %
40 "* %%
N M %
FL Cert. 6634
July 16,201
,&WAMKG,V.Hfljd.ig.jp..�t�.dRPA NOTES ON MIS AM INCLUDED A97EK REFERENCE PAGE IM 7473 �. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Dal
Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibIllity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job I Truss I Truss Type I City I Ply - I Grand
M1 1301 111 1 MONO TRUSS
R. 34982 7.140s
-1-0-0 1-0-0
1-0-0 1-0-0
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
3A M1120=
2010
Scale = 1:6.21
1-0-0
1-0-0
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defi Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TIC 0.17
Vert(LL) 0.00
2 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.03
Vert(TL) -0.00
2 >999 240
BCLL 0.0
Rep Stress Incir YES
WB 0.00
Horz(TL) 0.00
n/a n1a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 5 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structunal wood sheathing directly applied or 1 -0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
FMiTek 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 (lb) - Max. Carl 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 Q enclosed; MWIFIRS (low-rise); Lumber
DOL=1.33 plate grip DOL=11.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. tt%%J111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. C A
LOAD CASE(S) Standard
4&
E N
6 39380
ATE -Z
Al
0 R
ON
FL Cert. 6634
July 16,201
A WARNMG - Verifij d�ignparamet� and RPA NOTES0i INGLUMD AUTEKRPYERENCE PAGE L91-7473 �. 10-'08 BEFORB USE.
Design valid for use only with Wei< 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 buildhg designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsIbillity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
I— - p—
fabricalon, quality control, storage, delivery, erection and bracing, consult ANSI1rPI1 Quality Criledo, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Thiss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314.
Tampa, FIL 33610-4115
I Job
Type
IM11301 IJ2 I MONO TRUSS
Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16
-1-0-0 2-0-0
1-0-0 2-0-0
7
0
3x4 M1120=
Scale = 1:7.91
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 Incr YES
Code FBC2007/TPI2002
CS1
TC 0.17
BC 0.06
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(TL) -0.00
Horz(TL) -0.00
(loc) I/def] , Ud
2 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 8 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOTCHORD 2 X4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max Uplift2=- 1 65(LC 3), 3=-34(LC 4)
Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOLml.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. A
LOAD CASE(S) Standard
."%o
xx ENS'.
o 39380
I.0
T
*7-4.() R
&/0
'0 N M-
11,11111111111"k
FL Cert. 6634
July 16,201
I&WAPWNG-V�Hfijd�i4ap�amet—.ndRPA NOTESON7711SA INCLMFI) ffl7L�KRF-FERENCE PAGE D01-7473 mv. I 0-V8 BEFOP13 USE.
Designvalld for use only with MiTek connectors. This design Isbased only upon parameters shown, and is foran Individual building component.
Applicability of design paromenters; and proper incorporation ofcomponent isresponsibility ofbuilding designer - nottr= designer. Bracing shown
- is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslibillity the
MiTek'
of
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabdcaflon6 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
Truss I Truss Type I Qty I Ply I Grand Carlton
I M1 1301 IJ3 I MONO TRUSS
Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:41 2010 Page
3-0-0
- 1 -0�O 3-0-0
1-0
Scale = 1:9.61
3x4 M1120=
LOADING (psf)l
TCLIL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.26
BC 0.11
WB 0.00
(Matfix)
DEFL in
Vert(LL) -0.00
Vert(TL) -0.01
Horz(TL) -0.00
(loc) I/defi Ud
�999 3
2-4 , 160
2-4 >999 24
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 11 lb
LUMBER
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 Uplift3=-48(LC 4), 2=-204(LC 3)
Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWIFIRS (low-dse); 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. ItI11111111111
5) Provide mechanical connection (by others) of truss to beatring plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. A
LOAD CASE(S) Standard
%% %,
6 39380
A"r E 44/ -Z
rA
%
Al-
111, 00
FL Cert. 6634
July 16,201
A WARWNG - Ver�& d�ignp��et� �dREAD AUTES OM77,11S A INCLUDED WTEK RF-PFJZFNCR PAGE MrI- 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.
M11
Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
WOW
erector. Additional permanent bracing at the overall structure is the responsibility at the building designer. For general guidance regarding
V.---
fabrication, clualitybontrol, 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. Aexandrla, VA 22314.
Tampa, FL 33610-4115
City I Ply I Grand Carlton
I M11 1301 IJ4 I MONO TRUSS
Truss Inc., Fort Pierce Fl. 34982
7.140s
1-0-0 4-0-0
3x4 M1120=
i 1 P401 to]
Scale = 1: 11.2
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDIL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.26
BC 0.21
WB 0.00
(Matdx)
DEFL in
Vert(LL) -0.01
Vert(TL) -0.02
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >999 240
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 14 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
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=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical
Max Harz 2=1 13(LC 3)
Max Uplift3=-87(LC 3), 2=-215(LC 3)
Max Grav 3=81 (LC 1), 2=216(LC 1), 4=70(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (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; IMWFRS (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 nonconcurnant with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. *6 A J*
LOAD CASE(S) Standard
NO 39380
A7r 41
0 R k
%%
,f,f ONAI_'��"P%%% %
"'1111111110,
FL Cert. 6634
July 16,201
WARAMG- Ve,4fgd�iqap�wefem —d READ NOTES ON THIS AIIYD MCLODPDM7EKREPBREMLIPAGBDffl-7473 �. 10-'OSEF-FORP, USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showR and is for an Individual building component.
NO,
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the resporksibillity 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 ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314.
Tampa, FL 33610-4115
Truss Type I Cry I ply
I M1 1301 1,15 1 MONO TRUSS
Members Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MlTek Industries, Inc. Fri Jul 16 14:47:42 2010 Page I
Scale= 1:12.91
3A M1120=
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007fTP]2002
CS1
TC 0.37
BC 0.34
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.03
Vert(TL) -0.06
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >866 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 17 lb
LUMBER
BRACING
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 Horz2=134(LC 3)
Max Uplift3=- 1 23(LC 3), 2=-231 (LC 3)
Max Grav3=1 11 (LC 1), 2=250(LC 1), 4=90(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint
2. _,% pS A.
LOAD CASE(S) Standard
% C) \41 ........... 4r,
G N,9
4�
01
-P 6 39380
ATE
do -
/ON
FL Cert. 6634
July 16,201
AW.AR?MM - VeHfij d��ynpar—i� adRRAD NOTES ON THIS MM RMLIMED AffTEXREFFRENCE PAGE 1617473 — 10-US BEFORE USE.
Designvalid for use only with MlTek connectors. 11his design Isbased only upon parameters shown, and isforan Individual building component.
WOO
Applicability of design paramentersand proper incorporation of component is responsibility of building designer - not1russ 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— — 1--
fabricaliorL quality control, storage, delivery, erection and bracing, consult ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Aexandda, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Truss Type I I City I Ply
M 11301 IJ6 I MONO TRUSS
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:42 2010 Pagel
1-0-0
3x4 M[120=
Scale= 1: 14.51
LOADING (ps�
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.60
BC 0.51
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.06
Verl(TIL) -0.14
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >476 240
3 n1a n/a
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical
Max Horz2=155(LC 3)
Max Uplift3=-158(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LO 1), 4=1 10(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp, C; enclosed; MWFRS (low-dse); Lumber
DOL=1.33 plate grip DOL=1.33
-2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. tt%111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint lip
2. A.
LOAD CASE(S) Standard
40
G
4*1
ro-3-9 3 8 (0
-Z zLn
ATE
C-> %
FL Cert. 6634
July 16,201
A WARNING- V.Hfijdesig.prt— —d READ NOTES ON 7711SAATD INCLUDED AgTFJC REFERENCE PAGE 1917473 �. 10-USEEFORE US&
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
y9f
Applicability of design param enters and proper incorporation of component Is responsbility of building designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
M!Tek'
erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding
— - I --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI] Quality Criteria, DSE-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314.
Tampa, FL 33610-4115
I Job
Truss Type
I Ml 1301 JJ7 I MONO TRUSS Ill
7-0-0
3x4 M1120=
12009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 Page I
Scale: 3(4'=1'1
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 Incr YES
Code FBC2007[TP12002
CSI
TC 0.37
BC 0.71
WEI 0.00
(Matrix)
DEFIL in
Vert(LL) -0.11
Vert(TL) -0.27
Horz(TL) -0.00
(loc) Well Ud
2-4 >722 360
2-4 >289 240
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 23 lb
LUMBER
BRACING
TOP CHORD 2 X4 SYP M 30
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical
Max Horz2=176(LC 3)
Max Uplift3=-1 91 (LC 3), 2=-267(LC 3)
Max Grav3=1 69(LC 1), 2=321 (LC 1), 4=1 30(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint
2. �,S A.
LOAD CASE(S) Standard
4�- , -\4 . . . . . . . . . . .
% 0
,. ,x .- \G E N
4% 6 4�
0 39380
T
0 R
0 N A
FL Cert. 6634 1
July 16,201
WARNING - VeHfij cksiq.p—t— andREAD NOTES ON THIS AM INCLUDED AUTEKREFFJZFMCB PAGEMI-7473 r�. 10-US BEFORE USE.
Designvalld for use onlyoAth Welk connectors. This design Isbased only upon parameters shown, and Isfor an Individual bullding component.
tog
Applicability of design paramentersand proper incorporation of component is responsibility ofibuilding designer - nottruss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibIllity, of the
MiTek"
erector. 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 ANSIfrPIl Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314.
Tampa, Fl- 33610-4115
Truss Type
M11301 I J8 1� I MONO TRUSS 10
Chambers Truss Inc.. Fort Pierce Fl. 34982
B-0-0
W M1120=
Scale = 1:17.
B-0-0
8-0-0
LOADING (psf)
SPACING
2-0-0
CS1
DEFIL
in
(loc)
I/def]
Ud
PLATES GRIP
TCLIL 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 Incr
YES
WB 0.00
Horz(TL)
-0.00
3
n1a
n/a
BCDL 10.0
Code FBC2007frPI2002
(Matfix)
Weight: 26 lb
LUMBER
TOP CHORD 2 X 4 SYP M 31
BOT CHORD 2 X 4 SYP M 31
REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical
Max Horz2=197(LC 3)
Max UpIift3=-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.
BRACING
TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f it
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint too.,
-6 A.
2.
LOAD CASE(S) Standard
%
39380
TE
Al
*'; 61 &/
FL Cert. 6634
July 16,201
,& WARKIN17 - Vm1fij d�lgparwnet-s andREAD NOTES ONTELISAND MICLUDED AffTEKREVERENCE PAGE MU 7473 �. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
Applicability of design paramenters and proper Incorporation of component is responsibility ofbulldlng designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfTPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Oty
Ply
Grand Carlton
T3809500
M11301
KJ7
MONO TRUSS
2
1
Job Reference (optional)
Qhambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
6-8-12
9-10-1
6-8-12
3-1-5
Scale 1:20.8
4
2.83 FI-2
3A M1120:::
3 8
7
2
9 10
6 11 5
U4 M1120=
2x3 M1120 11 3A M1120=
6-8-12
9-10-1
6-8-12
3-1-5
Plate Offsets (X,Y): r5:0-0-2,0-1-81
LOADING (psf)i
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.25
Vert(LL) -0.04
2-6 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.28,
Verl(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
BODL 10.0
Code FBC2007fTP12002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directlyapplied or 10-0-0 ocbracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4--45/Mechanical, 2=455/0-11-5, 5--412/Mechanical
Max Horz2=176(LC 3)
Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOT CHORD 2-6=-439/69515-6=-439/695
WEBS 3-6=0/333, 3-5=-802/507
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWIFIRS (low-rise); Lumber
DOL=1.33 plate grip DOL=11.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
ttJ111111111.,
3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
A.
between the bottom chord and any other members.
e*
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical truss to bearing 50 lb
0 ...........
4, 405 lb 2
connection (by others) of plate capable of withstanding uplift at joint
uplift at joint an�S
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 6 39380
down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb upXt
1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom ch(Ed..
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).
, :
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate Increase=11.25
7 ATE
0 A,
Uniform Loads
%
(plo
Vert: 1-4=-54, 2-5=-20
Concentrated Loads (11b)
Vert: 7=1 O(F=5, B=5) 8=-1 15(F=-57, B=-57) 9=38(F=l 9, B=19) 10=-10(F=-5, B=-5) I 1=-50(F=-25, B=-25)
FL Cert. 6634
July 16,201
A WAPNM- Verifijd�ignpraat� —dPEADATOT&S ON THIS AM INCLUREDW=REFERENCE PAGE MI-7473 �. 10-USBEFORBUSR.
Design valid for use only vith MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
�Plcability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
tglcteral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erecilon and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
Qty
P III
Grand Carlt 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
00
7-3-4
3-11-12
Scale = 1:20.6
4
2.83 Ft _2
SX41 M1120--
3
2
7 6
3A M1120=
2X3 M1120 11 3X4 M1120= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/def! Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.05
2-7 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.34
Vert(TL) -0.14
2-7 >906 240
BCLL 0.0
Rep Stress Incr NO
WB 0.40
Horz(TL) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2007ITP12002
(Matrlix)
Weight: 44 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 8-5-15 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed cluding 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 UpI!ft4=-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
BOTCHORD 2-7=-746/106016-7=-746/1060
WEBS 3-7=0/33113-6=-1164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-fise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr6nt 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.
qZ-f-"O�
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 "GEN
and 318 lb uplift at joint 6. %, \N \
\�
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
-1) Regular: Lumber Increase=1.25, Plate Increase=11.25
-,W6 39380
Uniform Loads (plo
Vert: 1-8=-54
Trapezoidal Loads (plf)
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)
00%
4..0 Ft
14 ONAX-
"0%
FL Cert. 6634
July 16,201
WARN7NG- Veryftj d�rgnjp�arnet� =dREADATOMS ON THIS AND 1NCLTJDEDWTFX REFERENCE PAGEMI-7473 �. 10-'08 BEFORE US&
Design valid for use only with ViTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
NEI
Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -nottruss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsIbIllity of the
MiTek"
erector. Additional permanent bracing of the overall siructure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Aexandria, VA 22314.
Tampa, FL 33610-4115
Symbols
PLATE LOCATION AND ORIENTATION
14- Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth,
0-111g.
&A
For 4 x 2 orientation, locate
plates 0-1/0 from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MITek 20/20
sottware or upon request.
C 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
Numbering System
648 dimensions shown in ft-in-sixteenths
I (Drawings not to scale)
-2
TOP CHORDS
3
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
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR- 1311, ESR-1 352, ER-5243, 9604B,
by text in the bracing section of the 95-43, 96-31, 9667A
output. Use L 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/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction,
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Cpnnected Wood Trusses.
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MiTek
POWER TO PERFORM.14
MiTek Engineering Reference Sheet: Mll-7473 rev. 10-108
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal injury
1. Additional stability bracing for truss system, ag.
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 altemative 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, prop^ 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 at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice Is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, ff 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
pnd pictures) before use, Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
* I I
7,11PE-of I SURVE
T.: BOUNDARY _T
PLOT PLAN
U/C
TIE IN
I FINAL
TOPOGRAPHIC
COMPLETED ON:
9-01-10
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL OF 20 SILVER OAK DRIVE
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
OF THE UNRECORDED PLAT OF SPANIS�
LAKES PHASE 1, OF ST. LUCIE
2.
SHOWN HEREON.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
COUNTY, FLORIDA.
3.
THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO280 F, EFFECTIVE DATE MAY 4, 1989.
ABBREVIATIONS:
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
S2;5
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
R = RADIUS OF CURVE
(n
5.
BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
to
CENTERLINE OF SILVER OAK DRIVE RAVING AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE UNRECORDED
A = DELTA OF CURVE
PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE
Q
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.
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PERMIT f. lo o "-? - o Z Sr/
S89057'28"E
131.15
EL CAMINO REAL
20' ASPHALT ROAD
20 SILVER OAK DRIVE I
SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC.
DATE: 9-01-10 Surveying - Mapping - Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO . : Phone: (772) 340-7770
10-0904 *LEBf7280 Fax: (772) 340-2250
DATE: 1 REVISIONS:
St. U ie CO. F A
Dcae
w 1.
Pf'VE)(j
LAST FIELD DATE: 9-01-10
CERTIFIED TO: �W -
WYNNE BUILDING CORPORAT16k",,,;
I hereby cereify—jhot the agme
y shown.tfired-h is true and
correct and -is based on ac'tbdl measeurementi-taken in the
field. This -survey meats the - Minimm Techm-;6al Standards
of Chapter 6lGl7.Floridc�cickni'niifrati-v��'O-di-'.
—ALEXANDK J� "PlAz
Professional 'Surveyor & Mapper
Florida Certificate No.: 6330