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.'
DATE i4i.�ED: —q::, 21�0 Vo --- 100B- ac�oj
PLAN REVIEW FEE: -7,-5'0 RECEIPT NO.: PERMIT NUMBER:
CONCURRENCY FEE: 2-57 — RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
C
St. Lucie County Building and Zoning
2300 Virginia Avenue
0
0 SCANNEL) Ft. Pierce, FL 34982-5652
BY 772-462-1553
Lucie "51�O D 70]-
COunty L-4
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION *
1 LOCATION/SITE ADDRESS: 32 MED NORTH
2. S/DNAME: Spanisb Lakes T SITE PLAN NAME:
3. PROPERTYTAXID#: Pa_rt ez -3414 Sol 17ol 000 ' 0
4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section.26, Township 36s, And
5. PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK NO. NO. . NO.
9. PARCEL SIZE: ACRES/SQ Fr.t�L50 -LOT DIMENSIONS
10. DESCRIPTION OF CONSTRUCTION PROJECT OR
U
U
15
11. SETBACKS (ACTUAL) FRONT:
BACK: RIGHT:
32' 20' SIDE
LEFT:
SIDE 5
-11
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION
RESIDENTIAL
ENPANSION/ADDITION
COMMERCIAL
INTERIOR RENOVATION
INDUSTRIAL
OTHER (SPECIFY) -
13. DESCRIPTION OF PROPOSED USE:
14. Sq. FUCONSTRUCTION: 2 0 7 -9 _17� 15. Sq. Ft. 1 st Floor:
M. VALUE OF CONSTRUCTION: $ S 1 0 0 0 - aa
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02 r� (-� Q'!5�
kj\i
OWNER INFORMATION
NAME:
ADDRESS: --404Q-9-- ILSI, SI; -,ZIP 34952
CITY: Pnrf: St 11'CJ9%— STATE: 121
email:
PHONE (DAYTIME):'( =) A -7 5 1
NT FibMTHE OWNER LISTED ABOVE, PLEASE
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFTERE
'FILL IN NAMEAND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER: _
ADDRESS:
CITY
PHONE (DAYTIME): (—)
CONTRACTOR INFORMATION
STATE:
WAI
ST. LUCIE COUNTY CERT #- 0 8 8 9 8
ST. of FL REG./CERT #: CGC 0 3 S 9 9
BUSINESS NAME: Wynne Development
Corpo
QUALIFIERS NAME: M;;i--Fhp-w
yip W)jnne -
ADDRESS: 8000 9- U-SI, Suite
402
CITY:Pc)r-F (;-F- T-unie
STATE: FT, ZIP 349S2
PHONE (DAYTIME): (-7� 8 7
8— 5 5 1 -4 FAXNO. (772)878-7656 email:
ARCHIT/ENGINEER: Rradpn
ADDRESS: 417 rnnnnut Ave*
CITY: stlaart
STATE: ZIP :34 996
PHONE (DAYTIME): (—)
BONDING COMPANY:
ADDRESS:
CITY: STATE: ZIP
MORTGAGE LENDER:
ADDRESS:
CITY: STATE:
M
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION: �-
This application is hereby made to obtain a 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 perraits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YoUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF 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 (jout) 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 compliaa
with all applicable laws regulating construction and zoning.
CONTRAC`fUR,'�
O1WN-ER/C'ONTRA ATURE
STATE OF FLORIDA
COUNTY OF IS t . ' I - i3 C i E)
The foregoing instr 'lent W+s acknowledged
b�
um lly
y
before me this &�-p da , of 20 to, by
1 40 �ers�onally
M a t- t- b e w - -L-y-l-e—Wyn 0 '
Cfn-3`w�n me or- who hag produced
as identification.
.aLd-D
Signature of Nota
STATE OF FLORIDA
COUNTY -OF St - LiJej:e
The foregoing instrument wa acknowledged
before me this a& day of 20 12, by
0 irl
Mat e'W T-)rl L- W,g-nn.'I ho i� Asona
<g� me or who has produced
as identification.
Signature of y
/)D4 y
Type or Print
Type or Print Name 0 DOROTHY ANN HAFNER
8gl
m
iss
D R=
Notar�g
m
My 0
Comm
41-
DOROTHY ANN HAMER
Notar, State of Florida
My bmm. xpires Oct 2, 2012
otary Public - State of Florioa Conmurnission M T
y t
es Oct 2, 2012
Commission No. Wy Comm. Expires Oct 2, 2012
0 - I on
commission # DD 827096
n
Commission # DD 827096
A
...... =o�" Bonded Throu h National Notary ss
Bonded Through National Notary Assn
E7
NOTE: TWO (2) S . � � I 1 1, � �— XCH SIGNATURE MUST BE PERSONALLY APPEAR TO SIGN
THIS BUI I G PERMIT AS AN OWNER/BUILDER, THE OWNER MUST
THIS APP ICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. -
For specific instructions see appropriate permit checklist.
FFICE tJSE'ONL
JECTION
I
TOWNSHIP
2�6
RANGE
LAO
MAP NO.
ONING
LAND USE
-
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
9
1ST
FLR ELV
MAX HGT
UN61 FYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
IATER
SEWER
SPRINKLERS
STORMWATER
�DT OF REC
LOT OF REC (after
LOT SPLIT
LOT SPLIT
liefore. 1/90)
1/90)
REQUIRED
APPROVED
tD
LIBRARY
PARKS
PERMIT
VARIANCE
IMPACTFEE
IMPACTFEE
FEE
REPORT
PUBLIC BLD
HABITABLE
RADON FEE
CODE
IMPACTFEE
AREA
(RADON)
�k-nuuj-
GROSS ROAD
-CITEDIT
Y
N
TOTAL ROAD
IMPACTFEE
IMPACTFEE
IMPACTFEE
DUE
CREDIT
Y
N
TOTAL
IMPACT
FEE
SCHOOL
IMPACTFEE
POLICE
FEE
FIRE FEE
MISC FEE
TOTAL
POLICE/FIRE
-MISC FEES
t,DDI
IMNAL
N
SPECIFY
TOTAL
PERMITS
of ALL
REQUIRED
FEES
REVIEWS
ZONING
ZONING
PLANS
misc.
VEGETATION
SEATURTLE
MANGROVE
REVIEWED BY
EXAMING
10
COMPLETE-l"],
INITIALS
V
U
Date:
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-21.65
Fox 772-462-6443
Request for 30-Day Temporary Power Release
Property Address: . ::3-2—KE a-RTH
Perrnit Number:
,,,
THRC UNDERSIGNE'D HEREBY RE QUEST.R)CALEASE3 OF ELECTRICAL POWyR TO '.[.',HE
AtOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO'EXCEED THIRTY (30)DAYS, FOR
THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL
INSPECTION, IN CONSIDERATION Or APPROVAL OF THE REQUEST WE, HEREBY
ACKNOWLEDGE AND.AGREE AS FOLLOWS:
.1 - This temporary power release is requested for the above gated purpose only,
and there will be no occupancy of any type, other than that permitted by construction
during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and conditions
of this agreement, including Building Division Policy
which is incorporated herein by reference,
3� All conditions and requirements listed in the attached document entitled
Requirements for 30 Day Power for Testing" bave been fulfilled and the premise is ready fm- compliance inspection.
4. All requests for an extension beyond 30 days must. be madc in writing to the Building Officisil stating the reason
for the ri�qbcst. Power mAy be removed from the site-nnd/or a Stop Work Order issued if,t1le Final Inspeution..
has not been approved within 30 days. A fee of $100-00 will be required to lift the Stop Work Order.
WE HEREBYRELEASE AND AGREETO HOLD HARMLE SS, ST. LUCIECOUNI ' 'Y, AND
THEIR.EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE, OF NATURE
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF TI-XIS TRANSACTION, INCLUMNG
ANYDAMAGE W.HICH MAY BE INCURRED DUE TO THE DISCONNECTION Ov
ELECTRICAL POWER AN THE EVENTOF YIPLATION Or' THIS AGREEME NT.
ECTRICAL CONTRACTOR SIGNATURE
a
DA
DA
z
22-DEC-2010 15:00 FROM:SOUTH COAST 7723446042 TO:4626443 P.1/1
S T.LUCIE
COUNTY
I n A
2300 Virginia Ave
Fort Plercer Fl. 34982
772-462-2172 FaX 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERmrr #MMB" %
6 A D D
RESS:
BWLL1JCNk,VN I FUkC1VK:
PEST CONTROL CONTRACTOR;
PEST CONTROL LICENSE *:—.!.7-13 Alo
We, the undersigned, hereby cer* that we have pretmated the above described constructlon foF
Subterranean termites In a=rdance with the A-andards of the National Pest Control AsSoClation.
Square feet if area treated: Chemicals usW.- Ag &yw os-e,-r
Percentage of solution: - 001 Total gallons used:
08te of Treatment;,—Za 7-C)1Z>') -& Time of TreaMent:
--Footing .
.—I"t Trfttment
Re -Treat
Vdrn"f�v-e—w"i V
Treatment
Vx —Re-TMt -
--��-Other. 1- rF 716
_1�15'Treatrnent
Re -Treat
gab
r Treatment
-Re-Treat
---poals
—Vt Trwtment
Re -Treat
___Pedmeter for Final Inspection
SIgnature of 15tterminator
Note., TAwv must be a cumple&-d &m fijr eaM requhW &Wtment or jp.&Wtjnjwt and 6* fam Mxt be on mejo
sft 10 beRaedW AY Me A"dararffma oragM InpftWw or &e. sdwdL*d1nspecbbn Ky#Njanda m4nSwchbn
fee c�afycd.
A WW#WmsAUntjb&%jepaWhgbwrd
&W tw pmAkd to mmW 4Wkvte nw&wN Coffftfts as efid� mqu#Vd pmfecMv ftatment Is awpkW
P'"'hg a WPY fa* MO Pemm' Me MwIt fS Wued to SW &xd*r cupy for the bulldllv parmIt &a 7he TWOwt
C&WOM sha#PmWe Me Fmdwt =4 AWW of Me applkatar, fte &id date of ft- bwtmMt 5ge A�Wdn jjw
h"W d�w�l used, xn=t cor"nNIM and number of galkns we, to e-coWlsh a wjffkb1V recW of
be =W~Prkr to &NI buhft appfolef. Men
St Lude County requires for the fingi inspection for CO, a Perm1knent Sdck-er to be pbced on
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To. St. Lucie County Date: January 21, 2011
Re.
Lot/Block:
Address: 32 Mediterranean Blvd Project:
The undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS walls have been insulated with:
Spray -on Cellulose
Thickness in inches:
Fiberglass Blankets
Manufacturer:
Fi Foil
Rock Wool Blankets
Density:
X
Aluminum Foil
R-Value:
R-4.1
Rigid Board
Polystyrene
Other
Exterior (frame walls) have been insulated with:
Spray -on Cellulose
Thickness in inches:
Fiberglass Blankets
Manufacturer:
Rock Wool Blankets
Density:
Aluminum Foil
R-Value:
Polyurethane
Other
2. Ceilings have been insulated with:
JSpray-on Cellulose
Thickness in inches:
10.25"
lFiberglass Blankets
Manufacturer:
Owens Corning
lRock Wool Blankets
Density:
X
Fiberglass Blown
R-Value:
R-30
Cellulose Loose Fill
10ther
Ceilings (Vaulted/Cathedral) 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
[Cellulose Loose Fill
Ot
Other
3. Interior kneewalls have been insulated with:
Fiberglass Bla nkets
Thickness In inches:
X6. 0 V J:�
Rock Wool
Manufacturer:
a. .
11
10ther
Polyurethane
Density:
ZUJJ
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
XlFiberglass
Blankets
Manufacturer:
Fibertech
Spray -on Cellulose
Density:
Polyurethane
R-Value: IR-11
Other
5. The following have been insulated:
CBC1254041
Competency #
Wynne Building Corp
Professional Insulators of South Florida, Inc.
General Contract/Builder
Insulation Contractor
11/12/2010 14: 22 77287R-,O 4 WYNNE BUILDINGf,_0 PAGE 02/02
�PO
St. Lucie CountY
13ujiding & Zoning Department
2301) Virgjnia Avenue
Fort Pierce,.F.L 34982
772-462-21.65
Fax 772-462-6443
Request for 30-Day Temporary Power Release
Permit Number:
Property Address: -----�2-ffED--NDRTE--
j-TE-REBY RFQUrlST RELEASE OF ELVCTRICAL POWER To THE
THE UNDERSIGNED
AgOVE DESCRIBED PROVEW-rYi FOR A PERIOD NOT TO EXCEED THIRTY (30� DAYS, FOR
.,MS AND EQUIPMENT IN PREPARATION FOR FINAL
THE PURPOSE OF TESTING SYSTF H
INspECTION. IN CONSIDERATION OF APPROVAL OF TH.E REQUEST WE ERYBY
ACKNOWLEDGE AND AGREE AS FOLLOWS.
1. This temporary power release is requested for tile above stated purpose only, tr ct,0
and there will be no occupancy of any type, other than that permitterl by cons tl 0
during this time period.
2. As witness by oorsignatures, we herchy agree to abide by all term,,; and conditions
of this agrCeyncnt, including Building Division PolicY, which is incorporated herein by reference,
3. All conditions and requirements listed in the attached document entitled r compliance inspection,
-Requirentents for 30 Day Power for Testing" have been fulfilled and the premise is ready fo
ust be made in writing to the Building Ofriciai.9tating the reason
4. All requests for oil extension beyond 30 days Tn or 5, stop Work order iss . ued if,the Final inspection
for the r6quest. Power may h4� removed froin the site 81111/
has not been approved within 30 (lays, A fee of $100.00 will be required to lift the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND
'ES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE
THEIR EMPLOYE )N INCLUDING
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THSS TRANSACTIC , -
ANY DAMAGE WHICH MAY BE INCURRED ]DUE TO THE DISCONNECTION OF
ELECTRICAL POWEW THE, EVENT O��
,9LATION OF THIS AGREEMENT-
x
�L CONTRACTOR SIGNATIORE,
DAM
Dv-c
'T
AT�
RUNIELBERGER
engineering & testing, inc. Soil Density Test Report
Project Name: Spanish Lakes Phase I Address: 32 Mediterranean North
Project Number: PSL-09-3011 (10.1) Date Tested: 10/13/2010
Technician Initials: SM
Client Name: Wynne Building Corporation Report Date: 10/14/2010
8000 South US 1 #402 Project Manager: Dave Youngstrom.
Port St. Lucie FL 34953 Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
]!�aboratorvProctor
Field
Tests
Maximum
Dry Density
(pef)
Optimum
Moisture
(%)
Dry
Density
(Pef)
Cone
Resistancei
(tsf)
Moisture
M
Minimum
Required
Compaction
M
Percent
Maximum
Density
M
Test
Results
1
12
107
13
106.1
---
10.9
95
99.2
Pass
2
12
107
13
105.8
---
11.5
95
98.9
Pass
3
12
107
13
106.4
---
11.8
9 51
99.4
Pass
Type of Field Density Test: r ASTM D 1556 rvo ASTM D 2922 r ASTM D 2937
Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r— AASHTO T-99 (ASTM D 698)
1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Teif—
SoHTy
EI&Atioh
Test Location- 32 Medit-ertgrigan Nofthi Slab on Gr�_ide
1
1
0-12
Front of house pad (footing subgrade)
2
1
0-12
Center of house pad (slab subgrade)
3
1
0-12
Back of house pad (footing subgrade)
-low
C-0
Elevation/Depth Referenced to:
SoilTvrie
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backrill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
r NGVD c,0011_0 Other: Inches below top of footing or slab subgrade
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field) ... (1)
I
St. Lucie County Building Department�..z(f:)�)___'�
I
—raig E. Dunkelberger, P.E.
FL Registration No. 49932
The original of this report was signed a . nd'sealed by the registered engineer in accordance with Rule 61GIS-18011, ofthe Florida Administrative Code. This report is submilUOth ouiff-deOU
property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties. with regard to
subsurface exploration, recommendations or design are expressed by Us firm.
Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10.1) Pfogress Report PR 11
Ave
2300 rumrgpm
34M
CERTWICATE OF TZF
COMMMMN SOIL TMATMENT
PERWOr
MWCDNMOLCMM&CrO
PlggrCONrROLILJCWM JS 110518
W --mdV4hueby 1-k I' thatwe have pm&eded &C above4esa§" co8dructiOu fOr
e
Igm
tenmln In accordame witb the stmdanb Of 90 NatblffA Pet COulrGl
Sqmm Ent dam
P..mtw at Whom
Date of trealumlift
13 lzcm3ftg
,-[3iamps-
(3
D Ddveway
/ D � - A/-� / I.->
El mstTwaunwt
ElReaca
cheadeds
TOW USULO 4eD
RK"Lu
A ndmdjD&ftp=ftbwddwv'j�p
man is A"
=damn
U O&er
13 ist Treaunent
a,-R"Cd
.tPerimetaforFinahispection
I
NOTID and&kfiwmntuObe
11" fimg bg a cmjq*"famfbr each repdrad bvabffat or AN*mdwwd
dtd=,afeach bagpedion orge wbqdu&dh&Wedion u
Ri
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3500116 1 __,DOK 3217 PAGE 209B, Recorded 07130,J�� at 01:44 PM
AFrER RECORDIN&RUTURN TO:
PERMITNUMBFiRo 110, sj-� 6 d Iw' !..k,
L _j
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of cornmencement.
1. DESCRIPTION OF PROPI�R_TV (Legal description and street address) TAX FOLIO NUMBER, 3 4 14 — 5 0 1 — 17 0 1 — 0 0 0 9
Spanish-BLOCR
SUBDMSION Lake. 1, _____TRACT___LOT___BLDG_UNrr_
32 MED NORTH Eaqt _1 2� SgtCtiDn I townghaip 34s.dEliriq, 39E
y"g.Nj,W . Turnpike Fe� r R6
2. GENERAL DESCREPTION OF IMPROVEM : - ,
Ci�IL rdlu±ly residuffue
&Name Wynn + Ta.�
3. OWNER INFORMATION: � Rill_, nq -
b.Addrrss 8000 S- US11 Suite 402r PSL, FE 34952 c. interest in property
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER. Wynne Development Corporatio
BOOO S. US1, Suite 402, PSL, FT. 34959 772—A7A—";c;1 'A
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7.. Florida Statutes: : Craig Wardell - P _I —466-1553
NAME, ADDRESS AND PHONE NUMBER 1 L.. C., itas, Pt - Prcp, PT. 3495 _77?
8. In addition to himselfor herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUM33ER:.
9. Expiration date of notice of commencement (the expiration date is I year from the date Of recording unless a different date is
specified) _ _,'20—.
Matthew Lyle Wynne, Vice-2resident
Print Name and Provide Signatory's Title/Office
Owner's Authorized ofricerADirector/Partner/Mon2ger
StatcoiFlorida
Countyof St. Lurie, fore me this C;Z(,& ay Of . O_L_Q_-
as
(Name of person) (Type of authority ... c.g: Owner, officer, trustee, attorney in fact)
Forwynne Building Corporation .
(Name of party on behalf of whom instrument was executed) PersonallyKnown V".proauced the following type ofID:_
—0
DOR01 HYr ANiN HAFNER
N ta
otary Public - Stattl at Florida
20 12
My Comm. Wires Oct 2. 2012
096
z COTT
AV VIZ Commission # DO 627096
(signature of Totaxy Public)
(Printed Name of Notary Public) Brad ry
Bandtil Through Higoall Notary Assn.
A
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it y yamleage an
belief (section 92.525, Florida Statutes).
Signature(s)ofo er(s), or Owner(s)'Authorized Orricer/Director/Partner/Manager who signed above:
By: By
P D&TYWOZ—ft)
0 _jW
t
,JtM Of
U
By
tj (
Plan.Review
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CORRECTION LIST
Code
No.
DESCRIPTION
Section
. . . . . . . . . . - --------- ........ . . . . . . . . . . . . . . . . . . . . .
01/07
CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require afield check or inspection of the installation must be coordinated with the inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5) psf
P� -7
Roof live load (Table R301.6) D psf
Ground snow load A) A* psf
Basic wind speed 19V, mph
Wind exposure category (R301.2.1.4)
High wind design criteria a
(R301.2. 1. 1) pplicable
Seismic design category (�DQ
[Figure R301.2(2)] ' /A—
SDC C&D provisions (R301.2.2)
Onnr,A [31 ANIMINW-2 01=nl 111:�r=hAr=KIT.q tpini fhmiinh Rnns)
Weathering area
Frost line depth
T6rmite area
Decay area
Winter design temperature
Ice barrier underlayment required #Vh" Q
Flood hazards AMY
r -
EXTERIOR WALL LOCATION (R302)
1 -hour rating for exterior walls located less
than 5 feet from lot line. (R302. 1, Table
R302. 1)
Exterior wall opening,/penetrations and pro-
jections (R302. 1, Ta /e R302. 1)
Use
Area
M
Width
Average
ceilin-q
Minimum
ceiling
Natural*
light
Natural ventilation*
Living
120
T-0"
T-01'
5'-0"
8% floor area
4% floor area
Dining
70
T-O"
T-0"
51-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
T-O"
5�-O#'
8% floor area
4% floor area
Bedroom
70
T-0"
T-011
5�_01'
8% floor area
4% floor area
Bathroom
N.A.
I N.A
7'41'
5'-O"t
3 square feet
11/2 square feet
* See Sect�pns R303.1 & R303.3 for mechanical ventilation and artificial light
t6' ifi - over plumbing fixtures. V/ Floor surface noncombustible; sloped floor
Required heating (R303-8) (R309.
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
Private disposal (Appendix
GLAZING
(R308)
C�k
Identification (R308.1)
Louvered windows or jalousies (R308-2)
uman impact loads/hazardous locations
R308.3lR308.4)
Skylights and sloped glazing (R308.6)
GA7S AND CARPORTS (R309)
No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
13/." solid wood doors, 20-minute fire -rated
doors (R309.1)
Penetrations (R309. 1. 1, R309.1.2)
Garage -dwelling separation; 1/2" gypsum
board on garage side, except 5/8" Type X re-
quired below habitable rooms (R309.2)
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, 2011 net clear width; maximum sill
height = 4411 (R310.1 - R310.1.4)
A114' 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)
-Exit door �: (3'0" x 6'8") (R311.4.2)
L,*�_ Landings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise= 73/4"; minimum tread= 10" with
3/411-11/," nosing; minimum headroom = 6181,
(R311.5)
Q Landings for stairways; minimum dimension
3611 (R311.5.4).
Special stairways (R311.5.8)
PJ Ramp slope (1:12 maximum) (R311.6)
Al *1 Ramp landing, minimum 3'x 3'(R311.6.2)
Ramp handrails; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
Under stair protection (R311.2.2)
-AJIA**' Handrails; required on one side of stair, hand-
rail height = 3411 to 38"; Type I or Type 11 grip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
A, JJA- Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 30" above floor; 34'1-36" minimum
guard height (R312. 1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
Location and interconnection (R313.2)
Power source (R313.3)
FOAM PLASTIC (R314)
-r
�ySOP&bLabeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL CE'Ll NG F' NISH (R315)
Slame spread (R315. 1)
moke-developed index (R315.2)
INSULATION (R316)
Flame spread (R316. 1)
Smoke -developed index (R316.1)
V7_ Attic (R316.4)
DWELLING UNIT SEPARATION (R317)
Two-family dwellings: I -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)
Z"201)Required (R318.1)
DECAY AND TERMITE AREAS (R31 9 and R320)
Protection required (Table R301.2(l), R319. 1,
R320. 1)
I Quality mark (R319.2 and R320. 1. 1)
SI �EADDRESS (R321)
zt�� Premises identification (R321. 1)
ACCESS ILITY (R322)
��rAccessible dwelling units applicable (R322. 1)
ELEVATORS/PLATFORM LIFTS (R323)
Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
General (R324.1)
Hazard area and elevation requirements
(R324.2 and R324.3)
Design professional (R324.3.6)
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
7"5
Soil bearing value (R401.4, R403. 1)
Footing width (see page 5)
Footing edge thickness = 61, minimum; footing
projection = 211 minimum, but:!� footing thick-
ness (R403. 1. 1)
_NM/ Footings in SDC CorD (R403.1.2, R403.1.3
and R403.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, R403.1.4.1 and
R403.1.4.2)
Sill plate bolting in concrete/masonry = 1/21' di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 7" embedment (R403.1.6, Table
R404.1(2))
Footings adjacent to slopes (R403.1.7)
A I IL Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404. 1 (1) and R404.1(2)]
Afi�Masonry and concrete foundation walls
(R404.1.1, R404.1.2)
SDC D provisions (R404.1.4)
Maximum wall height [Tables R404. 1 (1) -
R404.1(3) and Tables R404. 1. 1 (1) -
R404.1.1(5)]
-4-
FOUNDATIONS (cont'd.)
TABLE R403.11
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a
LOAD -BEARING VALUE OF SOIL (Psf)
1,500 2,000 3,000 4,000
Conventional lig 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 masonry
1-story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully grouted masonry
16
12
12
2-story
29
21
12
3-story
42
32 21
16
For SI: I inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOU TION WALLS (cont'd.) COLUMNS (R407)
Maximum unbalanced fill height [Tables Pr tection from decay or corrosion (R407.1 and
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - 407.2)
R404.1.1(5)]
Minimum nominal wall thickness [Tables Structural requirements (R407.3)
R404. 1(1) - R404.1(3) and Tables R404. 1.1(1) - Anchorage (R407.3)
R404.1.1(5)] . A) i / #4- Wood columns (minimum 411 square) (R407.3)
V�'�Reinforcement size and spacing [Tables
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)
Ail I+- Insulating concrete forms (ICF) (R404.4)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405. 1)
A -
Dampproofing if basements are below grade*
(R406. 1)
-hit 4' Waterproofing if high water table* (R406.2)
1 11
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 p�ter 5)
AT/4"'Bearing (1.51' minimum on wood or metal; 31' on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleepin? areas, LL = 30 psf
[Table R502.3. I( )]
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)
Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
ka-_Grade (R503.2. 1)
Thickness (R503.2. 1)
Allowable spans [Tables R503.2. 1. 1(1) and
R503.2.1.1(2)]
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
AM -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)
Cold -formed steel; applicability limits; in -line
framing (R505. 1)
Structural framing (R505.2)
Material (R505.2. 1)
Identification (R505.2.2)
Corrosion protection (R505.2.3)
Fastening (R505.2.4)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
Thickness: 31/2" minimum; Concrete strength
V__�SR506. 1)
'upport: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
A)0-.ase 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'zW301.2(2)]
indows in windbome debris regions
(R301.2.1.2)
WOODCONSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-
Exterior walls (R602.3)
. Wtud spacing (R602,,2.!J
-.-Irterior load -bearing walls (R6,02.4)
nterior nonbearing walls: 2" x 3" at 24" o.c.
2" x 4" flat at 16" o.c. (R602. � � 3.1
Drilling and notching - studs (R602.Ae 7
L
rilling and notching - top plate (R602.2,,,7. I
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.21
Fireblocking (R602.8)
Cripple walls (R602.9)
Wall bracing method (R602. 10. 1 and
rxuuz. 1U.J)
_NLbwall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
N-W SDC D (R602.10.9, R602. 10, 11 and R602. 11)
STEEL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Identification (R603.2.2)
Corrosion protection (R603.2.3)
Fastening (R603.2,4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
in
WALL CONSTRUCTION (cont'd.)
SH7NG (R604 and R605) INSULATING CONCRETE FORM WALL
Wood structural panels (R604) CONSTRUCTION (R611)
CiL-- General design (R611.1 and R611.2)
Irl Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610) Type of ICF wall design (R611.3 - R611-5)
Le_-' Construction requirements (R611..7 - R611.9)
13eneral design (K606)
All+ SDC C and D (R606.12)
O.rL—
TUnit masonry (R607)
IV/k—Multiple wythe masonry (R608)
Grouted masonry (R609)
Glass unit masonry (R610)
CONVENTIONAL CONCRETE WALL CONSTRUCTION
(R612)
Design basis (R612.1)
WINDOWS & DOORS (R613)
�:A�aGeneral; window sills-, performance; testing
nd labeling (R613,% - R613.3,2-
WALL COVERING (Chapter 7)
111-
INTERIOR WALL COVERING (R702) ivin- Wood shakes and shingles (R703.5)
A)[A—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-
kuning (M I Z - M 1 UZ.,5. 0)
Ceramic tile (R702.4)
Other finishes (R702.5 and R702.6)
EXT�RIOR WALL COVERING (R703)
Water -resistive barrier (R703.2)
Wood siding (R703.3)
_61)�Attachment and minimum thickness -(Table
%'703.4)
Veneer ties: #9 U.S. gage wire or #22 U.S.
gage by 7/," corrugated metal; 2411 o.c. maxi-
mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
SDC C or D, maximum area = 2 square feet)
(R703.7.4. 1)
Flashing (R703.7.5 and R703.8)
Exterior insulation finish systems (R703.9)
Fiber cement siding (R703. 10)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GE7(R801) Lateral support and bridging (R802.8)
Design (R801.2 and R801.3) NIK Framing of openings (R802.9)
Component and cladding wind loads [Table ood trusses (R802.10)
R301.2(2)] oof t
_��R ie-down (R802. 11)
ROOF FRAMING (R802)
Fire -retardant -treated wood (R802.1.3)
Framing details (R802.3)
A)f A— Rafter tie (4' o.c.) (R802.3. 1)
Collar ties (4' o.c., in upper third of attic)
(R802.3. 1)
QA— Purlins (2" x 4" at 4'o.c. minimum)
(Figure R802.5. 1, R802.5. 1)
Bearing (R802.6)
Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
CEILING JOISTS [Tables R802.4(l), R802A(2)]
Without attic storage, LL = I Opsf
With attic storage LL = 20psf
Spacing
Species
Grade
Span
Size
-7-
ROOF -CEILING CONSTRUCTION (cont'd.)
[Tables R802.5.1 (1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling attached/ceiling not attached
Spacing
Species
Grade
Span
Size
H,/HR; Adjustment.factor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
..-Allowable spans [Table R503.2. 1. 1 (1)]
Installation (R803.2.3)
STEEL ROOF FRAMING (R804)
General (R804. 1)
Structural framing (R804.2)
Material (R804.2. 1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
Roof tie -down (R804.4)
ROOF TILATION (R806)
PL ve.rntilation requirements (R806.1, R806.Z
R806.4)
ATTIC �A�,' S (R807)
4-oOe' Access requirements (807.1)
INSULATION CLEARANCE (R808)
ai�� 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)
Ak— Coping (R903.3)
-A Roof drainage (R903.4)
M AT 7ER I S (R904) .
Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
t4 -
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)
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)
AJ/#'T'- Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
Construction (Figure R1001. I and Table
R1001. 1)
SDC D reinforcing/anchorage (R1001.3 and
R1001.4)
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R 1003.3, and Figure R 100 1. 1)
+Corbeling (R1003.5)
Changes in dimension (R1003.6)
T Additional load (R1003.8)
Termination (R1003.9)
Wall thickness; �! 41' (R1003. 10)
Flue lining - material/installation (R1003.11 and
R1003.12)
Multiple flues (R1003.13)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17).
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R1004. 1)
—W*Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
]WListed and labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1 006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
;rC mpliance; material and equipment
NI101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
Building envelope (NI102)
Mechanical systems (N1103)
MECHANICAL (Chapters 12-23)
_���Appliance labeling (M1302, M1303)
V11, Appliance access (M1305, M1401)
P' liance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
—V/",Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
/A Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
Hydronic piping (Chapter 21)
Special piping and storage systems (Chapter
22)
Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
blies (R317.3)
me
FUEL GAS (Chapter 24)
Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Clearances (G2409)
:V`�`Electrical and electrical bonding (G2410,
G2411)
4;5�ater service location and depth (P2603,
P'2604)
.grg�Sanitary and storm sewer location and depth
(P26031 P2604)
Piping support (Table P2605. 1)
Listed plastic materials (P2608)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
WA —Pipe sizing (G2413)
Piping materials (G2414)
Piping installation (G2415 and G2419)
IPiping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
� Venting (G2425 - G2428)
misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
Backwater valves (P3008)
Fixture traps (P3201)
Penetrations of fire -resistance rated assem-
blies (R317.3)
ELECTRICAL (Chapters 33-42)
Penetrations of fire -resistance rated assem-
blies (E3302.2)
isted and labeled materials (E3303)
S s
ervice equipment and location (E3501,
E3506)
S-ervice size and load calculations (E3502)
vailable fault current (E3506)
J;i r �v
System grounding (E3507)
Required branch circuits (E3603)
tl--�Fe'eder requirements and load calculations
(E3604)
Wiring methods (Chapter 37)
Required lighting and receptacle outlets
(E3801, E3803)
1 �14 Devices and lighting fixtures (Chapter 39)
Appliance installation (Chapter40)
Swimming pools (Chapter 41)
Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
'A)114--Provisions adopted (R102.5)
Compliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5)
N/4- Compliance with Appendix F verified
0
-10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
0,9--provisions adopted (R102.5) A)] 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) —/Vtkcompliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5) /d
A76ompliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
leprovisions adopted (R102.5)
NOTES
Compliance with Appendix K verified
-11-
NOTES (cont'd.)
-12-
St. Lucie County Bu ' 11ding & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynne DevelQpment Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 32 MED NORTH -
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the' sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Coniractor
St. Lucie County/
State of Florida
License Number
Electrical
S & W Electric, Inc.
2045
ER0,009416..
Plumbing
Lindquist Plumbing & 'Supn'l y (In
19159.
CFC057672
HVAC/
Comfort Control of St., Lucie
8288
Mechanical
County, Inc.
CACO24379
Roofing
—.Treasure Coast Roofing,LLC
1,94-9:6
RC'29027087
Gas
PERMIT 1, Cra
NUMBER: - — C:)M-, I ISSUE DATE:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor' Certification Number: g2o_z�,'17
State of Florida Certification Number (if applicable): EK) (0o n
LJ C- /gf c�r 1-c, Zrl(
(Company Narne'/IndividuaI Name)
have agreed to be the
e le c � rica sub-contractorfor W1J!01()"Vewp
(Type of Trade) (Primary Contractor) PC a (m) �
for the project located at 32 MED NORTH
(Project Street Address or -Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning
Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
ID 01
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORI 31NA L SIGNATI �R Vq A D'V 13V QUIRED
SIGNATURE PRINT NAME
Business Name: nrnc.
Address: dn -
City/State/Zip:
ce
Ek.
Phone:
email:
OFFICE USE ONT,V-
ST. LUCIE COUNTY PUBLIC WORKS
W,
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB-:CONTRACTORAGREEMIENT
St. Lucie County Contractor Certification Number: _ J,c)] 50
State of Florida Certification Number (If applicable): CFC057672
Lindquist Plumbing & Supply Co. have agreed to be the
(Company Name/Individual Name)
Plumbing sub-con-tractorfor Wynne Development Corlp.
(Type of Trade) (Primary Contractor)
for the project located at 32 MED NORTH
(Project Street Address or Property Tax ID #)
It is understood that, if there is a hy 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)
DRIGINAL SIGNATURES ARE IZEQUIRED
SIGNATURE
Robert A. Case
PRINT NAME
Business Name: Lindquist Plumbing & Supply Co.
Address: 3231 Oleander Ave.
City/State/Zip: Fort Pierce, FL 34982
Phone: 772-461-1969 email:
. OFFICE USE ONLY:
DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING ]DEPARTMENT
0
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: —8 2 8 8
State of Florida Certification Number (if applicable): CACO24379
Comfort Control of St. Lucie County, 1aAiave agreed tobe the
(Company Name/Individual Name)
air conditioning sub -contractor for Wynne Development-- Onrpn ation
(Type of Trade) (Primary Contractor)
for the project located at 32 MED NORTH
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNAWRES ARE 11EQUfRED
Barry Zimmerman
PRINTNAME DATE
nes a Comfort Control of St. Lucie County, Tnc.
Address:
City/State/Zip:
Thone:
1501 Biltmore Stroet
P'ort Saint Lucie, FL 34983
772-785-9010 email:
1. 0IRMCF. USE ONLY.:
PERMIT # ISSUE DAT
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 19 4 9 6
State of Florida Certification Number (Wapplicable): RC29027087
Treasurg Coast Ronfing., T,T,r- have agreed to be the
(Company Name/Individual Name)
roof ing sub-contractorfor Wynne Development Corp.
(Type of Trade) (Primary Contractor)
for the project located at 32 MED NORTH
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
Bria J_ Maloney
PRINT NAME DATE
Business Name: Treasure Coast Roofing, LLC
Address: 1816SW Biltmore St.
City/State/Zip: Port 8t- Lucie, FL '14984
Phone: 772-341-8303 — email:
OFFICE USE ONLY:
ST. LUCIE COUNTY
BUILDING &- ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANIM AFFIDAVIT
1, the undersigned, am the owner of the following described property: 3 2 MED NORTH
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Perin. it. In accepting
this Final Development Permit, BP Number , I acknowledge that as owner of
the above described property, and in accordance with Section 7.04.01 (D), St. Lucie County
Land Development Code, I shall be responsible for assuring adequate drainage so that the
immediate community WILL NOT be adversely affected. I further acknowledge that in
granting this permit for the development of this property, St. Lucie County is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lyle Wynne
Property Owner Name Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF St - Lucie
ACKNOWLEDGED BEFORE ME THIS -d3 DAY OF.. -.—.-12010
ByMatthew Lyle Wynne WHO 1 0 ME OR WHO B AS PRODUCED
AS IDENTIFICATION.
SIGNATURE OF �TARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARY PU13LIC TITLE COMMISSION NUMBER
DOROTHY ANN HAMER
State of Floricla
Notary Public
my Comm. Expires Oct 2. 2012
�g Commission # DO 827096
8 1F. Bonded Through National Notary Assn.1
�� G
MiTek
POWER rO PERFORM."
RE: M1 1301 - Grand Carlton MiTek Industries, Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL 33610-4115
Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model:
Lot/Block: Subdivision:
Address: n/a
City: Port St. Lucie State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1
Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf
Roof Load: 37.0 psf
This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
iNo.
FSelal# ::JTruss
Name
� Date
I No.
� Seal#
Truss Name
Date
.1
IT3809484
I A5
17/16/010
118
IT3809501
IKJ8
7/16/0101
[2
IT3809485
I A6
17/16/0101
13
IT3809486
I A7
17/16/0101
14
IT3809487
JA8
17/16/010
15
IT3809488
JA9
17/16/010
16
IT3809489
JA
17/16/010
17
IT3809490
I GRA
17/16/010
18
IT3809491
I GRB
17/16/010
19
IT3809492
JJ1
17/16/010
110
IT3809493
JJ2
17/16/010
Ill
IT3809494
JJ3
17/16/010
112
IT3809495
JJ4
17/16/010
113
IT3809496 JJ5
17/16/010
114
IT3809497 JJ6
17/16/010
115
IT3809498 JR
17/16/0101
116
IT3809499 JJ8
17/16/010
117
IT3809500 JKJ7
17/16/010
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
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.
% �,s
S%
% %
E N
STATE OF
0
R
M_
11100
F FIL Cert. 6634
July 16,2010
Albani, Thomas 1 of I
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809484
M 1.1301
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
7-8-5 17-0-0 LC�4 8
26-4-0 34-0-0 �5-O-Q
7-8-5 6-5-12 3-4.;
5-11-8 7-8-0 'i-o-d
Scale 1:61.3
4. 00 F1 _2 W IVIII20=
6 2x3 M 1 [20 11
2X3 M1120 11
3x6 M 1120:::; 7
W IV11120zz�
WIVII12OZz 4 5
8 3x4 IVIII20--
3
9
2 14
10
7X10 M1120= is
16
WO M11205f- 13
12 3X6 M1120z:l
2.00 F1 _2 5x10 M1120= 2X3 M 1120 11
10-6-4 20-4-8
2� -0 34-0-0
10-6-4 9-10-4
g _4_,
_;J. 7-8-0
Plate Offsets (X,Y): [2:0-3-11,0-1-81,[10:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS11
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLIL 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(rL) -1.44
13-14 >277 240
BCLL 0.0
Rep Stress Incr YES
WEI 0.48
Horz(TL) 0.45
10 n/a n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 154 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 2-4-3 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
1 Row at midpt 6-14
6-14: 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max UpIift2=-858(LC 3), 10=-858(LC 4)
FORCES Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445,7-9=-2520/1368,
9-10=-3169/1750
BOTCHORD 2-14=-2965/5275,13-14-1013/2184, 12-13=-1531/2933,10-12=-1531/2933
WEBS 3-14=-299/395, 5-14=-222/275, 6-14=- 1827/3309, 6-13=-342/543, 9-13=-664/551,
9-12=0/252
NOTES
t%J11111111111
1) Unbalanced roof live loads have been considered for this design.
A.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-_4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-flse); Lumber
DOL--1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.
% E N
psf
*
4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will it
between the bottom chord and any other members, with BCDL = I O.Opsf.
0 393
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityif
beariing surface.
6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s)
except at=lb) 2=858-_ :'rx
- 10=858.
55R. 441
LOAD CASE(S) Standard
STATE
R %
FL Cert. 6634
July 16,201
A WAPATIM - VeHfij d-1g. P—.t— —d PFAD NOTES ON MIS AND nVCLUDF-D BUTEK REPMENCE PAGE b91- 74 73 r 10-'08 BEFORB USE.
Design valid for use only with Mi7ek connectors. R�s 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 ofbuildbg designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construcilon Is the responsibillity of the
MiTek*
erector. Additional permanent bracing of the overall structure Is the resporLsibility of the building designer. For general guidance regarding
— - I—
fabflcatlor� quality control, storage, delivery, erection and bracing, consult ANSIjrTPIl Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Md.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus,
Truss Type
Qty
Ply
Grand Carlt n
T3809485
M11301
A6
SPECIAL
1
1
Job Reference (optional)
bhambers Truss Inc., Fort Pierce R. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:31 2010 Page
0-0 0
8-11-11 4-11
0 !Lt
�11100-9 Ll
- 34-0-0
�-o
__
-1 4.0.0 1.4
i -"2--
5.11 7-8-0 1-0-0
Scale 1:62.6
4. 00 F1 -2 5xl 0 M 1120-- 5x6 M11204�-
5 6
2x3 M1120'��
3x6 IV11120��
3X4 M1120z:z�
4
3x6 IVIII20--
3
7 8
2 14 6
1
6x8 V11120= 13
9
10 !�2
WO N`11120�= 3X4 M1120:=: 12
11 3X6 M1120zzr
2.00 [1-2 5x6 M1120=
2x3 M1120 11
10-6-4 '5-0-0 20-4-8
2 -0 34-0-0
10-6-4 i --' �-, i 1 5-4-8
7-"
Plate Offsets (X,Y): [2:0-4-4_Edgel, T5:0-5-0,0-2-01, [9:0-3-14,0-1-81
L8ADING (psf)
SPACING 2-0-0
CS11
DEFL in
(loc) 1/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
BC1-L 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.41
9 n1a. n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 152 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied.
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
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-138(LC 6)
Max Uplift2=-875(LC 3), 9=-875(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-245811548, 6-7=-2330/1402, 7-9-305911811
BOTCHORD 2-14=-2964/4955,13-14=-1329/2512,12-13=-1 107/2171,11-12=-1587/2829,
9-11=-158712829
WEBS 4-14=-3691478, 5-14=- 1557/2665, 5-13=-4121277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
V1,11111111111111
MWFRS (low-rise); Lumber %%
A,
DOL=1.33 plate grp DOL--1.33
% �'s
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for 10.0 bottom live load live loads.
a psf chord nonconcurrent with any other
5) * This truss has been designed for live load 20.Opsf the bottom in
3-6-0 tall by 2-0-0 ft�*
a of on chord all areas where a rectangle wide will
between the bottom chord and any other members. 0 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capiacity9t
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2--875--
.9=875.
41/ Z
ATE
LOAD CASE(S) Standard
0
/0
N
11#11,
FL Cert. 6634
July 16,201
A WARWNG- Verifid�tgap�anze��dREADN07ESONTHISAKDRXLUDEDMT�REPPJZB)�XEPAGBJWI-7473 �. 10-'08 BEFORE USE
Design valid for use only with MiTek connectors. Wis design Is based only upon parameters shown, and is for an Individual building component.
Ap - not truss designer. Bracing shown
is gicability, of design paromenters and proper incorporation of com ponent is responsibility of building designer
lateral support of Individual web members only. Additional temporary bracing to Insure stability during comtruction is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
I— - —
fabrication, quality control, storage, delivery, erection and bracing, consult ANSKI'll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
Qty
Ply
Grand Carlton
T3809486
M11301
A7
SPECIAL
1
1
Job Reference (opti nal)
thambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:33 2010 Page
0-0 21-0-0
26-4-0 34-0-0 T.5-0-
8-11-9 -7 8-0-0
5-4-0 7-8-0
Scale 1:62.6
4X8 M1120::�-
US M1120--
4.00 F1 _2 4 5
2x3 IVII[20,Z�,
3
3x4 M1120--
6
U) 2
1
7
8
1
;4 7X8 M1120=
16
6
3X10 IVIII20:= 10
6
9 3X6 M]120--
2. 00 F1 _2 5x12 M1120=
2x3 M1120 11
10-6-4 20-4-8
-0 34-0-0
10-6-4 7-4-8
7-8-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [7:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DIEFIL in
(loc) I/cleff 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(TL) -1.13
10-11 >355 240
BOLL 0.0
Rep Stress Incr YES
WEI 0.75
Horz(TL) 0.41
7 n/a n/a
BCDIL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 146 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD
Structural wood sheathing directly applied or 2-6-7 oc purlins.
1-4:2 X 4 SYP M 31 BOTCHORD
Rigid coiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2 X 4 SYP M 30 WEBS
1 Row at midpt 4-10
WEBS 2 X 4 SYP No.3
-
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/sIze) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz2=-123(LC 6)
Max Uplift2=-890(LC 3), 7=-889(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-5291/3195, 34=-4991/3006,4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827
BOTCHORD 2-11=-3012/5002,10-11=-1821/3184,9-10=-1601/280117-9=-1601/2801
WEBS 3-11=-284/421,4-11=-1309/2342,4-10=-1032/675, 5-10-116/454, 6-10=-617/510,
6-9=0/255
NOTES
1) Unbalanced roof live loads have been considered for this design.
till,1111111111
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 tok
DOL=1.33 plate grip DOL=11.33
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 other live loads.
.%o
.% \GEN&*-.:I,
psf
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 It
'39
between the bottom chord and any other members. 1-0—
3 8 -0
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityjif
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except OtAlb) 2=890—_
MCC
7=889.
ATE
LOAD CASE(S) Standard
0 R
'0
N AL
FL Cert. 6634
July 16,201
-AWARAUNG-Var4fydes!g.j—.t--dRFA N07PS ON THIS AM INCLUDED M=REFRRR1VCR PAGE b9b 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 bulding component.
Applicability of design paramenters and proper incorporation of component Is resporisibility of buildIng designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
WOW
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
— — I --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Sufte 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss pe
Qty
Ply
Grand Carlton
T3809487
M11301
A8
SPECIAL
1
1
Job Reference (optional)
�hambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 IVIITek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
B-11-9 5-84 �0-4-8 23-0�O 26- 1 -3
14
8-11-9 1
2-7- _1_ 11-0-0
4 7�1 10,
Scale 1:62.6
5x6 M1120=
2x3MI12011 5X10IVIII20--
3x4 M1120=
4. 00 F1 —2
2X3 M1120"�- 4 5 6 7
3 FUl 2x3 IVIII20,�,
2 9
13 10 t2
1M 1�
F4 I.
6 7X8 1112 0 c?
3X1 0 M 1 120=: 12 11 3X6 IVIII20--
2. 00 F1 —2 5x12 M1120= W M1120=
10-6-4 20-4-8 3-00 34-0-0
L27-t
10-6-4 9-10-4 11-0-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [7:0-5-0,0-2-01, r9:0-3-14.0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(TL) -1.21 12-13 >331 240
BOLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.42 9 n/a n/a
BCDIL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 151 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
1-4:2 X 4 SYP M 31 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2 X4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-107(LC 6)
Max Uplfft2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (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=-2687/174 1.
7-8=-262311654, 8-9=-2960/1878
BOTCHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=- 1324/2454, 9-11 =- 1648/2750
WEBS 3-13=-357/484,4-13=-933/1546, 5-13=-426/922, 5-12=-10311734, 7-12=-346/505,
7-11 =-246/432, 8-11 =-402/435
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 1140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber %
A.
�,S
DOL=1.33 plate grip DOL=1.33 %%% ........
3) Provide adequate drainage to prevent water ponding. %%
% \G
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f*
-%
between the bottom chord and any other members. 0 39 8 0
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityZf
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=902-
9=902. -
.00 - I : 411
TA E
LOAD CASE(S) Standard
0 R %
";
0 %
4ft
I
#III
L Cert. 6634
July 16,201
A WARAUNG- VeHfyd�lg.jp�-&�=dREAD NOTES ONTLrISANDIArCLTJDFDMTEKREFFRENCE PAGEM 7473 r�. 10-'OS BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrL and is for on Individual building component.
Applicability of design paromenters and proper incorporation of component Is responsibility of budding 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 responsibiflity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the budding designer. For general guidance regarding
V.... — ---
fabricatioR quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informalion available from Tnw Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
T uss
Truss Type
.0ty
Ply
Grand Carlton
T3809488
Mt1301
A9
SPECIAL
1
�
a
Job Reference (ootional)
Chambers Truss Inc., Fort Pierce Ff. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:35 2010 Page
0 9-0-0 Ll 1-4 20-4-8
L, 34-0-0 5-0-
9-0-0 4-8-4
9-0-0 -0-0
Scale 1:62.6
7x10 IVIIII$H-:�-
4. 00 1-2 3X6 M1120= 2x3 M 1120 11
7x10 M1118H--
3 4 5
6
d
2
7
7
6 7x14 WHIM=
WO M1120�= 10
9 _&6 M 112 0--
2. 00 F1 _2 5x12 MIIIBH=
2X3 M1120 11
10-6-4 20-4-8 34-0-0
0-0
�217_._8 L2_0
10-6-4 9-10-4 1
1 9-0-0
Plate Offsets MY): [2:0-4-4,Edqel.[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/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.80
Vert(LL) 0.9310-11
>431 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.5610-11
>256 240
M1118H 195/188
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(TL) 0.51
7 n/a. n/a.
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 141 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 *Except* TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
1-3:2 X 4 SYP M 31 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed cluring 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.
TOP CHORD 2-3=-5295/330513-4=-634213918,4-5=-3259/2104,5-6=-3259/2104, 6-7=-2964/1856
BOTCHORD 2-11=-3095/5007,10-11=-2849/4602,9-10=-1615/2738,7-9=-1615/2730
WEBS 3-11 =-973/1926, 4-11 =-993/1882, 4-1 0=- 1495/1050, 6-1 0=-438/825, 6-9=-2/269
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
A.
4) All plates are MT20 plates unless otherwise indicated.
%
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for live load 20.Opsf the bottom in G IVS
a of on chord all areas where a rectangle
3-6-0 tall by 2-0-0 wid ill fit
between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSl/TP1 1 angle to grain formula. Building designer should verify capacit 39380
bearing surface. -
8) Provide mechanical connection (by others) of truss to beafing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2--91
7=912.
LOAD CASE(S) Standard
TE 4t/ Z
4 0 R 't
111111110%
FL Cert. 6634
July 16,201
*A WARAIBVG-VeHf1jdcsr9nparamet� �dRFADArOTESONTE[ISANDnVCLUDEDM7'EKREFFJZEME PAGE W1 7473 — 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrL and is for on Individual building component.
Lai
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
WOW
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
— — P—...
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 ype
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
7- 12-4-13 7 ' 0 -7-3
14
�7-4:2 34-0-0 0-
�151
7 13 5-9-0 7-� 1
5_ 0.
.9_0 6-7-13 )i
Scale 1:59.4
4.00 FIT 4x5 IVIII20=
6 19
2x3 M1120 11 18
2x3 M1120 11
3x6 M[120�� 5
7 3x6 IV11120z�-
3x4 M1120�� 4
8 3x4 IVIII20--
3
9
2
10
3x8 M1120= 17 16 15 20 21 14 13 12 3x8 M1120=
2x3 M 1120 11 4x6 M1120= 3x8 M1120= 3x8 M1120= 4x6 M1120= 2x3 M1120 11
12-4-13 21-7-3
7 4�3 34-0-0
5-9-0 9-2-7
;_
5 6-7-13
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.41
Vert(LL) -0.38
14-15 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.70
Vert(TL) -0.82
14-15 >486 240
BCLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16
10 n/a. n/a.
BGDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 163 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 5-5-13 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0
Max Horz2=-154(LC 6)
Max Upifft2=-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,
9-10=-3400/1848
BOT CHORD 2-17=-1743/3154,15-17=-1743/3154,14-15=-937/2064,12-14=-1633/3154,
10-12=-1633/3154
WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328,
3-15=-560/477
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; IVIWFRS
(low-rise); Lumber 11%jJ1111111111
A.
DOL=11.33 plate grip DOL=1.33
'S
-e
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o E N
4) * This truss has been designed for live load bottom in
a of 20.Opsf on the chord all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit,,-�N;A
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection truss to bearing 100 lb
3938
(by others) of plate capable of withstanding uplift at joint(s) except at=lb) 2--880
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 Ito down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the
ity rs.
responsibil of othe
7.) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
ATE
LOAD CASE(S) Standard
.00
1) Regular: Lumber lncrease=1.25, Plate Increase=1.25
0 R k�)
Uniform Loads (plo
...........
Vert: 1-6=-S4, 6-1 1=-54, 2-20=-20, 20-21=-60, 10-21=-20
/ON Al- 00
Concentrated Loads (lb)
1111111111
Vert: 18=-50(F) lg=-50(F)
FL Cert. 6634
July 16,201
A WARN7NG - Ver4fjj d�lgn jparamet� —dRFA NOTES ONTHIS AM INCLUDED AffTEKIZEFERENCEPAGBMI-7473 rev. 10-'08 BEFOPE US&
Design valid for use only with MiTek connectom This design Is based only upon parameters showrL cnd 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 isfhe 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 Informafion available from Truss Plate Institute, 787 N. Lee Skeet, Suite 31Z Alexandria VA 22314.
Tampa, Fl- 33610-4115
Job
Truss
Truss Type
Gly
Ply
Grand Carlton
T3809490
M11301
GRA
HIP
1
1
Job Reference (optional)
C�ambers Tr ss 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 111101 122 1 34-0-0 5
0�4
ki-_00� —"o
8-0-0 5-11-0 3.�- 1 8-0-0 1
0-0
Top chord must be braced by end jaAkS, 1:61.2
roof diaphragm, or properly connected
4x5 M1120= purlins as shown.
9 7x8 M1120=
7X12 IV111120�� 17 6x12 M1120--
4. 00 F1 _2 4 19
1 X6 MI 120: 111
3 120 13 15 'I� 1 8 2 21
10 -
22
2 3 !;2 0
1c;
3X5 M1120= 29 28 25
27 26 24 3X5 IVII 120
3x6 M1120= 7x8 MI 120 5x6 M1120=
3x5 M1120 11 6x8 M1120= 34 M1120=
1-1 0 18-6-0 26-0-0 34-0-0
58-2-0
.0.6 7-5-0 7-6-0 8-0-0
Plate Offsets MY): [2:0-2-4,0-1-81,[3:0-5-0,Edqel,[21:0-5-0,Edqel,[22:0-2-4,0-1-81,[27:0-3-8,0-3-01
LOADING (psD
SPACING 2-0-0
CS1
DEFL in (loc) I/defi 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 FBC2007frP[2002
(Matrix)
Weight: 194 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOTCHORD 2 X 4 SYP M 30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS I Brace at Jt(s): 7, 8, 19, 17, 14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0.
(lb) - Max Horz 2=-1 54(LC 6)
MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27-1384(LO 5),
26=-1 697(LC 4), 22=-71 1 (LC 4)
MaxGrav All reactions 250 lb or less atjoint(s) except 2--468(LC 7), 27=1805(LC 1),
26=2446(LO 1), 22=882(LC 1)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ilb) or less except when shown.
TOPCHORD 2-3=-524/345, 3-5=-5101774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100,
10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/110o, I fill,,,
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, S A
9-11=-521411,11-14=-123/474,14-17=-45/344,17-19=-93/279 . -
.......
so
. ..
BOTCHORD 2-29=-342/438, 28-29=-282/344,27-28=-282/344, 26-27=-688/581, 25-26=-354/461, E N
\N
24-25=-354/461, 22-24=-1 144/1704 4I�
WEBS 3-29=-523/811, 3-27=-1 452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832f7l 0, 01
18-26=-1876/1617,18-24=-1020/1544, 4-5=-440/524.19-20=-238/314,14-15=-472/441 .,No 39380
Y4
NOTES
1) Unbalanced roof live loads have been considered for this design. :fix
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 00 .'441
qr.
DOL=1.33 plate grip DOL=1.33 ATE
0
3) Provide adequate drainage to prevent water poncling. A,
4) All plates are 2x3 M1120 unless otherwise indicated. 0 R �V %
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 V r.% —
fit between the bottom chord and any other members. 1 18111111111%
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint
27, 1697 lb uplift at joint 26 and 711 Ito uplift at joint 22.
8) Graphical purfin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 663
r
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at
26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010
responsibility of others.
-AWARAMG-V�Hfyd�iqap—��t��dl?FA NOTES ON THIS AND INCLUDED WTF-KREFERENCE PAGE MI- 7473 �. 10-'08 BEFORE USE
Design valid for use only with Mi7ek connectors. 71his 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 far lateral support of Individual web members only. Additional temporary bracing to Insure stability during construclion is the responsibility of the MOW
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, election and bracing, consult ANSI/IPII Quality Criteria, DSB-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
Job
Truss
Truss Type
City
y
rand Carlton
T3809491
W 1301
GRB
HIP
1
a
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
7-0-0 13-8-14 20-4-0 7 0 34-0-0 -01
"-10 -0
11
6-8-14 6-7-2 7-0-0 o-o'
Scale 1:60.5
4.00 [1-2 7X10 IV[1118H�� US IVIII20= 6XIO M1120--
US M1120= 2X3 M1120 11
3 16 17 18 4 5 19 20 6 21 22 23 7
t2
6
M IV11120�� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 W M1120=
2X3 IVIII20 11 4x6 M1120= W M1120= 7x8 M1120= 3x6MI120= 2X31VIII2011
1-0-0 13-8-14 LO 4-' 27-0-0 34-0-0
7-6:5 6-8-14 _2 6-8-0 7-0-0
6_�
Plate Offsets (X,Y): [2:0-3-14,0-1-81, [3:0-5-0,0-2-01, [4:0-3-8,0-1-81,
[7:0-5-0.0-2-01
LOADING (psfI
SPACING 2-0-0
CS1
DEFL in (loc) I/clefi 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
BOLL 0.0
Rep Stress Incr NO
WB 1.00
Horz(TL) 0.10 8 n1a n/a
BCDL 10.0
Code FBC2007/TPI2002
(MatHX)
Weight: 148 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12,7-12
MlTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0
Max Horz2=77(LC 5)
Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6)
Max Grav2=1254(LC 7),12=3292(LC 1), 8=604(LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown.
TOP CHORD 2-3=-2998/1795, 3-4=-201211299,4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/972,8-10=-454/934
WEBS 3-15=-149/784, 3-13=-862/552,4-13=-82f779,4-12=-3806/2345,6-12=-8091766,
7-12=-2675/1602, 7-10=-1381762
NOTES titJ1111111111
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-dse); Lumber 'S� op's - 44 �e
DOL=1.33 plate grip DOL--1.33
3) Provide adequate drainage to water \GENS*-.
prevent ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 39380
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Willi
between the bottom chord and any other members. =
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint=Z-r-�—
and 459 lb uplift at joint 8.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-Dr—, TE
115 lb down and 128 Ib 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 14
lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 11 %
P,
.#
lbdownandl281bupat 22-11-4,andll5lbdownandl28]bupat 24-11-4,andl46[bdownandl47[bupat 27-0-0 on top chord, and
4371bdownandlg6ibupat 7-0-0,901bdownat 9-0-12,901bdownat 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12,901b %%
0
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 24-11-4, and 437 lb down and
196[bupat 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).
FL Cert. 6634
LOAD CASE(S) Standard
July 16,201
Continued on page 2
WARAWG - V�Hfii d�lg. p.,—d— —d RFAD NoT--s ox Tirrs AAm nvcLuDED mTEK R—PFRRFNcE PAGE =- 7473 .10-'OSBEFORBUSB.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrt and is for an Individual building component.
gal
Applicability of design paramenters, and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MOW
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
—... — I—.
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Critefla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss plate InstfUe, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job Tru s Truss Type Qty Ply Grand Carlton
T3609491
GRB HIP 1 1 Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:39 2010 Page 2
LOAD CASE(S) Standard
1) Regular; Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-54, 3-7=-54, 7-9=-541 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-1 15(B) 17=-1 15(13) 18=-1 15(B) 19=-1 15(B) 20=-1 15(B) 21=-1 15(B) 22-115(B) 23=-1 15(B) 24=-45(B)
25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B)
,,�% %01111111111111
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ATE
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FL Cert. 6634
July 16,201
'A WAPN7M- VeHfijd-igp—d� �dRFADAFOTRS ON MIS AND INCLUDPDAHTEKRP-FERBAfCBPAGEM1-7473 — 10-'OSBEFOPE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Iff
Ap - not truss designer. Bracing shown
is fglcabllity of design paramenters and proper incorporation of component is responsibility of building designer
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
— — .
fabricaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tam Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria VA 22314.
Tampa, FL 33610-4115
Mi 1301
Type
MONO TRUSS
�11 T11-N
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
cr,
c
3A M1120=
140s
1-0-0
Scale = 1:6.2
WADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
Be,'DL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.17
BC 0.03
WB 0.00
(Matrix)
DEFL in
Vert(LL) 0.00
Vert(rL) -0.00
Horz(TL) 0.00
(loc) I/defl Ud
2 >999 360
2 >999 240
n/a n/a
PLATES GRIP
M1120 249/190
Weight: 5 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical
Max Horz2=66(LC 3)
Max Uplfft2=-190(LC 3)
Max Grav 2=1 25(LC 1), 2=1 25(LC 1), 4=1 6(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. A
LOAD CASE(S) Standard
0
\G
6 39
T E
0 R
,f-.1;'0NM_
18111111111111110
L Cert. 6634
July 16,201
"AAL WARMNG- V-4fiid�lgp�.t� �dREADN07L7SOM7WlSAIVD.IMCLODF-DMTEKRPFMZEMBPAGEM1-7473 — 10-1081WORLIUSB.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual bulding component.
Applicability of design paromenters and proper incorporation of component is resporobility 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 ANS11rP11 Quality Criteda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tnw Plate Institute, 781 N. Lee Street, Suite 312, Nexandria, VA 22314.
Tampa, FL 33610-4115
lJob ITruss I Truss Type I Oty I Ply I Grand Carlton
I IIA1 1301 JJ2 I MONO TRUSS
7.140 s Oct 12009 MITek Industries, Inc. Fri Jul 16 14:47:40 2010 Pagel
-1-0-0 2-0-0
1-0-0 2-0-0
17
3A M1120=
Scale = 1:7.91
LOADING (pso
TCLL 20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP[2002
CS1
TC 0.17
BC 0.06
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.00
Vert(TL) -0.00
Horz(TL) -0.00
(loc) I/clefl Ud
2 >999 360
2-4 >999 240
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 8 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 2-0-0 oc, purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max Uplift2=-165(LC 3), 3=-34(LC 4)
Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-riise); Lumber
DOL=11.33 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 165 lb uplift at joint 2 and 34 lb uplift at joint 3. 44.'
..% A
LOAD CASE(S) Standard
%%% . ..'14
"'%. 0
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FL Cert .6634 1
July 16,201
A WAR11UM - VeHfij dksign paramet� �dRFAD NOTES OXMIS AND DXLUDED D97EKPEPFJZENCE PAGE DUP 7473 r�. 10-'08 REPORE USB.
Design valid for use only vAth Mrrek 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 tuss designer. Bracingshown
Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek"
ere tor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
nc
fab�atiom quality control, storage, deliver/, 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 Nexandria, VA 22314.
Tampa, FL 33610-4115
Truss Type I City I Ply I Grand Carlton
M1 1301 1,13 1 MONO TRUSS
34982
1-00 3-0-0
3-0-0
3A M1120=
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:41 2010 Page I
Scale = 1:9.61
LOADING (pso
TCLL 20.0
TCDIL 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
TO 0.26
BC 0.11
W13 0.00
(Matfix)
DEFIL in
Vert(LL) -0.00
Vert(TL) -0.01
Horz(TL) -0.00
(loc) I/clefl Ud
2-4 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 11 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3--49/Mechanical, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max UpIift3=-48(LC 4), 2=-204(LC 3)
Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2.
LOAD CASE(S) Standard
. 44.. ..........
E N
'6 39380
TE
0 R
... ..... Cl,
ONA11-
FL Cert. 6634 1
July 16,201
'A WARWM- Vqfiid�lqnp��&� and RPA ArOTFS OM THIS AM INCLUDED B97EK REFFWENCR PAGB ZSZ-7473 r�. 10-'08 ZIP-1`01172 USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
WE,
Applicability of design paromenters and proper Incorporation of component Is responsbillty 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
. - P--.—
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Aexandria, VA 22314.
Tampa, FL 33610-4116
Truss Type I oty
I T 1301 1,14 1 MONO TRUSS
Fl. 34982
W M1120=
--v
4-0-6
Scale= 1: 11.21
LbADING (pso
TCLL 20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.26
BC 0.21
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.01
Vei -0.02
Horz(TL) -0.00
(loc) I/def] Ud
2-4 >999 360
2-4 >999 240
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 14 b
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc, purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical
Max Horz2=1 13(LC 3)
Max LIpIift3=-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; 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. tit,1111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. % A
LOAD CASE(S) Standard
0. E N,3'-..
39380
A E
lo
All
op
%
N
1111111111%
FL Cert. 6634
July 16,201
WARAUNG - V.4fy desig. p...t— —d READ ATOTPS ON MIS AND INCLUDF-D M=RP-FPRBNCR PAGE M-7473 �. 10-'08 BF-FORB USLI.
Designvalid for use only with MITek connectors. Ibis design Isbased only upon parameters shown, and isforan Individual building component.
gel
Applicability of design poramenters 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 construciton is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Oty I Ply I Grand Carlton
N1 1301 JJ5 1 MONO TRUSS
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 Pagel
-1-0-0 5-0-0
1-11 5-0-0
Scale= 1: 12.9
3x4 M1120=
LOADING (psf)
TCLIL 20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.37
BC 0.34
WB 0.00
(Matrix)
DEFL in
Vert(I-L) -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 Up] fft3=- I 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=3.0psf; 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 wilthstanding 123 lb uplift at joint 3 and 231 lb uplift at joint
2.
LOAD CASE(S) Standard
%% ....... 41
4&
0 39380
ATE
.0
�,Z� -4t
%
e 4f
,, 11-41
FL Cert. 6634
July 16,201
A WARraNG- VeHBd�lgp-t� aadP9&DN07M0N2Tr1S AM MGLVDMBff=1ZEFPJW,?XE PAGE MI-7473 m.. 10-VSBEPORB USE.
Deslgnvalid for use only with MITek connectors. This design Isbased only upon parameters shown, and Isforan Individual building component.
NEI
Applicability of design paromentersand proper incorporation of component Is responsibility ofbuildlng designer - notiruss designer. BracIngshown
is for lateral support of Individual web members ody. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek'
ere r. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fab2toartlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314.
Tampa, FL 33610-4115
I �1 1301 1,16 1 MONO TRUSS
Grand Carlton
1-0-0
3x4 M1120=
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 Pagel
Scale= 1: 14.51
LOADING (psl)
TCLIL 20.0
TCDL 7.0
B6LL 0.0
BCDIL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.60
BC 0.51
WB 0.00
(Matrix)
DEFIL in (loc) I/defl Ud
Vert(LL) -0.06 2-4 >999 360
Vert(TL) -0.14 2-4 >476 240
Horz(TL) -0.00 3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
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 quide.
REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical
Max Horz2=155(LC 3)
Max Uplift3=-158(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2)
FORCES (1b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--�.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 bear�ing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint J#
2.
LOAD CASE(S) Standard
&
3 38
S E
A"
0 R
�0'f;10 N A
I , M1111 "0
FL Cert. 6634
July 16,201
A WAPNING-Verlfiid�lqnparant� —dRPAD NOTES ON THIS AND INCLUDED MTEICREFERENCE PAGE Affl-7473 �. 10-USREFORB USE.
Design valid for use only wRh Mffek connectors. This design Is based only upon parameters showrt and is for an individual building component.
Applicability of design poramenters and proper Incorporation of component Is responsibility of budding designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabricator), quality control, storage, delivery, erection and bracing, consult ANSI/TPH 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
Oty
Ply
Grand Carlton
T3809498
911301
J7
MONO TRUSS
11
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:43 2010 Page 1
7-0-0
7-0-0
Scale: 3/4'=1'
3
4.00 F1 _2
2
3x4 IV11120=
4
7-0-0
7-0-0
WADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl! L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.11
2-4 >722 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.71
Vert(TL) -0.27
2-4 >289 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
3 n/a. n/a
BbDL 10.0
Code FBC2007/TP[2002
(Matrix)
Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP 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=160/Mechanical, 2=32110-8-0, 4=65/Mechanical
Max Horz2=176(LC 3)
Max Uplift3=-191(LC 3),2=-267(LC 3)
MaxGrav3=169(LC 1),2=321(LC 1),4=130(LC2)
FORCES (1b) - 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 beaflng plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint
A.
2.
LOAD CASE(S) Standard
N, \G E N
4% 6 39380
Mir
ATE
OR
%
ON A
44,1111111,11 .
FL Cert. 6634
July 16,201
Veqfiid�lgnp�ef� �dREADNOTFSOM7UISAIYDINCLUDF�DWrEKREFPIWMCBPAGEMI-7473 r— 10-'OSBEFORB USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the
MOW
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 ANSIfrPII 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
lJob
I � 11301 1 J8 1 MONO TRUSS 1 10
1-0-0
W M1120=
8-0-0
VAEISIM0401POICA'
Scale= 1: 17.71
LbADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BbDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.36
BC 0.28
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.14
Vert(TL) -0.35
Horz(TL) -0.00
(loc) I/defi Ud
2-4 >638 360
2-4 >255 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 26 lb
LUMBER
BRACING
TOPCHORD 2 X4 SYP M 31
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 31
BOTCHORD
Rigid ceiling directlyapplied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=197/MechaniGal, 2=357/0-8-0, 4=75/Mechanical
Max Hor-z2=197(LC 3)
Max Uplift3=-223(LC 3), 2=-286(LC 3)
Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 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 223 lb uplift at joint 3 and 286 lb uplift at joint
2. _,% �,S A. 'q to
LOAD CASE(S) Standard
,\N . ........ 1, & *
%%o .. f
E N 0
4�1
,W6 39380
MCC
ATE
All
R
e4 t1I /0 N M-
"1111111
FL Cert. 6634
July 16,201
-A -- V-fy deslgapararnet� and READNOTES ON TTUSA?JD INCLUDED MTEICREFEREKCS PAGE M-7473 �. 10-'08 BEFORE USE.
Design valid for use only with Mi7ek 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 bulldhg designer - not truss designer. Bracing shown
Is for lateral support of individual web members only. Additional temporary bracing to Insure stability durng construction is the responsibillity of the
MOW
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
—.1. — —.-
fabOcation, quality control, storage, delivery, erection and bracing, consult ANSl1rPl1 Quality CrIllefla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Tru s
Truss Type
Qty
Ply
Grand Carlton
T3809500
11301
KV
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
-5-0 6-8-12 9-10-1
6-8-12 3-1-5
Scale 1:20.8
4
2.83 1-2 3X4 M1120=::
3 8
C, 7
C,
2
L:J
9 10 6 11 5
2x3 M1120 11
3x4 M1120= 3x4 M]120=
6-8-12 9-10-1
6-8-12 3-1-5
Plate Offsets (X.Y): [5:0-0-2,0-1-81
LOADING (psf]i
SPACING 2-0-0
CS1
DEFIL in (loc) I/defi Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TO 0.25
Vert(LL) -0.04 2-6 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.28
Vert(TL) -0.11 2-6 >999 240
BbILL 0.0
Rep Stress Incr NO
WB 0.19
Horz(TQ 0.01 5 n/a. n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4--45/Mechanical, 2--455/0-11-5, 5--412/Mechanical
Max Horz2=176(LC 3)
Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOT CHORD 2-6=-439/695,5-6=-439/695
WEBS 3-6=0/333, 3-5=-802/507
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-fise); Lumber
DOL=11.33 plate grip DOL--1.33
2) This truss has been designed fore. 10.0 psf bottom chord live load nonconcurrent with any other live loads. ItI11111111111
*
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
k
between the bottom chord and any other members. P-5
4) Refer to for
girder(s) truss to truss connections. .......... 0
0 -�\GEN 40
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 Ito uplift at joint 2 a
249 lb uplift at joint 5. oo
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 Ito 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 Ito upZt
1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom ch(=d.
The design/selection of such connection device(s) is the responsibility of others. = - -
.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
ATE
LOAD CASE(S) Standard
1) Regular: Lumber Increase=11.25, Plate lncrease=1.25
0 R %
Uniform Loads (plo
'0� % %
Vert: 1-4=-54, 2-5=-20 ; 10NAk-
Concentrated Loads (lb) �tl;jl 0
It I I 111"I't
Vert: 7=10(F=5, B=5) 8= -115(F=-57, B=-57) 9=38(F=19. B=19) 10=-10(F=-5, B=-5) ll=-50(F=-25, B=-25)
F FL Cert. 6634
July 16,201
WARNIM- VqfiJd�1gp—a— —dRFAD AroTEsomriiisAAri)imcirjD2vmrpxREFERsNcEPAG-- MrT 7473 �. 10-'OSBEFORB USE.
Design valid for use only with MiTek connectors. T�s design Is based only upon parometerashown, and is for an Individual building component.
ME
Mlcability of design paramenters and proper Incorporation of component is responsibility of building designer- not buss designer. Bracing shown
p1liateral
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/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, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
T u s
russ Type
Oty
Ply
Grand Carlton
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
-1-5-0 7-3-4
11-3-0
7-3-4
3-11-12
Scale = 1:20.6
4
2.83 F1 _2
3X4 M1120--
3
8 2
7 6
W M1120=
2x3 M1120 11 3X4 M1120= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLIL 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
Hotz(TL) 0.02
6 n/a n/a
BVDIL 10.0
Code FBC2007/TPI2002
(Matrix)
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 B-5-15 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical
Max Horz2=270(LC 3)
Max UpIift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1118/560
BOTCHORD 2-7=-746/1060,6-7=-746/1060
WEBS 3-7=0/331, 3-6=-1 164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOIL--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 JV111111111111
between the bottom chord and any other members.
A.
4) Refer to girder(s) for truss to truss connections.
%
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2
and 318 lb uplift at joint 6.
\G
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate lncrease=1.25
6 39380
Uniform Loads (plf)
Vert: 1-8=-54
'441
Trapezoidal Loads (plf)
rE Z
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=g, B=g)-to-5=-56(F=-18, B=-18)
A,
zz
0 R 'i N
tq 1p %
N A
FL Cert. 6634
July 16,201
-A wARAuArG- v.,qfij d_iq.p..&� —d READ NOTLISOMMISA&DINCLUDFil) MTEKREPEPENCE PAGE W1.7473 mv. 10`08REFORB USE.
Design valid for use only with Mt7ek connectors. This design Is based only upon parameters showr,6 and is for an individual building component.
ME,
MpIcability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
r1lateral 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 ANSIfrPIT 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. Alexandric, VA 22314.
Tampa, FL 33610-4116
Symbols Numbering System A& General Safety Notes
PLATE LOCATION AND ORIENTATION
/; Center plate on joint unless x, y
-13 offsets are indicated.
Dimensions are in ft-In-sixteenths.
Apply plates to both sides of truss
and fully embed teeth,
0-111g,
--t-
For 4 x 2 orientation, locate
plates 0-1/ig' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
EN I
6-4-8 dimensions shown in ff-in-sixteenths
(Drawings not to scale)
2 3
TOP CHORDS
Q
CX
0
M
0
0-
0
F-
JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
]CC -ES Reports:
Indicated by symbol shown and/or ESR- 1311, ESR-1 352, ER-5243, 9604B,
by text in the bracing section of the 95-43, 96-31, 9667A
output. Use T, I or Eliminator bracing NER-487, NER-561
if indicated. 95110, 84-3Z 96-67, ER-3907, 9432A
Indicates location where bearings
(supports) occur. [cons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI I: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
0
0 2006 MlTek@ All Rights Reserved
��e
W1 0
MiTek
PrIWER To PERFCIRM.11
MiT�k EnginZering Reference Sheet: Mll-7473 rev. 10-'08
Failure to Follow Could Cause Property
Damage or Personal Injury
1 . Additional stability bracing for truss system, e.g.
diagonal or X-bracing, Is always required. See BCSI.
2. Truss bracing must be designed by an engineer, For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative T, 1, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses,
4. Provide copies of this truss design to the building
designer, erecillon supervisor, property owner and
all other interested parHes.
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 atjoint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/1PI 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 fabdcator. 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
9nd pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI I Quality Criteria.
lletic-A e-A*4&,<
I
32 Oop-4-A
N
LA
0
1/ 1 3 dl.,
MIR SETBACK REQ.
FRONT
SIDES
cm sipp
ROAR
ZKIG,
a
FORM 1 1,00A-08,
F,LORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
, Florida Department of Community Affairs Residential Performance Method A
Projtct Name: YMMEGAR i __&TGbj'
Street:
City, State, Zip: FORT PIERCE, FL,
Owner:
Design Location: FL, Fort Pierce
I . New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows Description
a. U-Factor: Sgl, default
SHGC: Tinted, default
b. U-Factor: NIA
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
e. U-F2ctor: N/A
SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
IS. ll�IA
c. N/A
Builder Name: WAYNNE
Permit Office:
Permit Number:
Jurisdiction:
New (From Plans)
9. Wall Types
Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior
R=4.1 1318.80 f12
b. Face Brick - Wood, Exterior
R=1 1.0 204.00 ft2
1
c. N/A
R= ft2
2
d. N/A
R= ft2
No
10. Ceiling Types
Insulation Area
1451
a. Under Attic (Vented)
R=30.0 1452.00 ft2
b. N/A
R= ft2
Area
c. N/A
R= ft2
134.58
ft2
11. Ducts
ft2
a. Sup: Attic Ret: Attic AH: Attic Sup. R=
6, 75 ft2
12. Cooling systems
ft2
a. Central Unit
Cap: 30.0 kBtu/hr
SEER: 14
ft2
13. Heating systems
a. Electric Heat Pump
Cap: 30.0 kBtu/hr
ft2
HSPF: 8.2
14. Hot water systems
Insulation Area
a. Electric
Cap: 40 gallons
R=0.0 1451.30
ft2
EF: 0.9
R=
ft 2
b. Conservation features
R=
ft2
1
None
15. Credits
Pstat
Glass/Floor Area.- 0.093 Total As -Built Modified Loads: 27.22 rm A S S
Total Baseline Loads: 31.91 1
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
PREPARED BY:
DATE: _IP151jo
I hereby certify that this tbuild eg,as designed, is in comV49rice
with the Florida Energy �;ode.
OWNER/A
DAT—E: -�7.
d
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this bu�Wing will be inspected for
compriance with Section 553.908
I'Lofida Statutes.
BUILDING OFFICIAL. -
DATE:
W.
W.
5/-�/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 1 of 5
PROJECT
"Title:
WYNNECARLETONPERF61 Bedrooms: 2
Adress Type:
Street Address
BVilding 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
NewlExisting:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp
Int Design Temp Heating Design Daily Temp
Design
Location
TMY Site Zone 97.5 %
2.5%
Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE_CO_INTL 2 39
90
75 70 722
62 Low
FLOORS
V#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 ft2
0 0 1
ROOF
Roof Gable
Roof
Solar Deck
#
Type Materials Area Area
Color
Absor. Tested Insul..,
Pitch
1
Hip
Metal 1530 ft2 0 ft2 Medium
0.88 N 0
18.4 deg
ATTIC
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
Full attic
Vented 300
1452 ft2 N N
CEILING
#
Ceiling Type
R-Value
Area
Framing Frac
Truss Type
I
Under Attic (Vented)
30
1452 ft2
0.1
Wood
WALLS
Cavity
Sheathing
Framing Solar
#
Ornt Adjacent To,
Wall Type
R-Value
Area R-Value
Fraction Absor.
1
N Exterior
Concrete Block - Int Insul
4.1
489.21 ft2 0
0 0.8
2
E Exterior
Concrete Block - Int Insul
4.1
148 ft2 0
0 0.8
3
S Exterior
Concrete Block - Int Insul
4.1
301.33 ft2 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 ft2 0
0 0.8
5
W Exterior
Concrete Block - Int Insul
4.1
316.31 ft2 0
0 0.8
6
S Exterior
Face Brick - Wood
11
204 ft2 0
0.25 0.8
615/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 2 of 5
DOORS
Ornt
Door Type
Storms U-Value
Area
E
Wood
None 0.6
21 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
#
Ornt Frame
Overhang
Panes NFRC U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
1
2
3
4
5
6
N Metal
N Metal
E Metal
S Metal
W Metal
W Metal
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in
No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 39 W 10 ft 0 in 0 ft 6 in
No 1.3 0.64 N 30 ft2 " 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
V Method
---- Forced Ventilation --- Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Watts
Default
0.00036 1370
7.08 75.2 141.5 0 cfm 0 cfm
0
0
GARAGE
I
V #
Floor Area
Ceiling Area
Exp osed Wall Perimeter Avg. Wall Height Exposed Wall 1n;sulat;ion
.382.81 ftz
.1. 3.82.8ft2
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
y #
System Type
Subtype
Efficiency Capacity Ducts
I
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
y #
System Type
EF Cap Use SetPnt
Conservation
1
Electric
0. 9 40 gal 50 gal 120 deg
None
SOLAR HOT WATER SYSTEM
V FSEC
Cert #
Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None
None
ft2
61512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5
DUCTS
---- Supply ----
---- Return ----
Air
Percent
V/ # Location R-Value Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLF
I
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Coolln x n
Heatn'g jXj Jj:n
XjFeb
�X Feb
x
XI M
r
M:r
IX
�XXJ
Apr
Apr
x May
�Xj May
XjJun
�X Ju n
JX J ul
X1 Ju
Xj A
IX Augg
X Sep
Sep
IXXI
Oct
X1 Oct
IX
Nov
Nov
RI
JXXJ D
D:cc
Ve nting X Jan
x Feb
Ma r
x Apr
X May
X JU n
X Jul
X Aug
Sep
x Oct
x Nov
X Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
so
BO
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
1�
5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 4 of 5
FORM -1, 1 ODA-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT #:
I 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
N1106.AB.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between. exterior wal I panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1 106.AB.1.2.2
Penetration s/open i ngs > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N1 106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: FFame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N 1 106.AB. 1. 2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" Irom
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi-sto Houses
N1 106.AB.I.2.5
LNI
Air barrier on perimeter of floor cavity between floors.
I r
Additional Infiltration reqts
106.AB. 1.3
I
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
N 11 12.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
"eat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N1 1 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
I
minute at 80 PSIG.
Air Distribution Systems
N1 I 10.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N I 107.AB.2
Separate readily accessible manual or automatic thermostat for
---------------
each system.
i__
Insulation N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 I or CBS R-3 both
N1 102.13.1.1
sides. Common ceiling & floors R-1 1.
5/512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 5 of 5
ENERGY
PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
FORT PIERCE, FL, 34983
1 . New construction or existing
New (From Plans) 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=4.1
1318.80 ft2
3. Number of units, if multiple family
1 b. Face Brick - Wood, Exterior R=1 1.0
204.00 f12
c. N/A R=
ft2
4. Number of Bedrooms
2 d. N/A R=
f12
5. Is this a worst case?
No 10. Ceiling Types Insulation
Area
6. Conditioned floor area (ft2)
1451 a. Under Attic (Vented) R=30.0
1452.00 ft'
7. Windows— Description
Area b. NIA R=
f12
a. U-Factor: Sgl, default
134.58 ft2 c. N/A R=
ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A
ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6. 75 f12
SHGC:
12. Cooling systems
c. U-Factor: N/A
f12 a. Central Unit Cap: 30.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A
ft2
SHGC:.
13. Heating systems
e. U-Factor: N/A
ft2 a. Ele . ctric Heat Pump Cap: 30.0
kBtu/hr
SHGC:
HSPF: 8.2
8. FloorTypes Insulation Area 14. Hot water systems
.a. Slab -On -Grade Edge insulation 111=0. 0 1451S.30 ft' 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 Efficiency Code for Building
Construction through the above energy saving features hicPwill be installed (or exceeded)
W,
in this home before final inspection. Otherwise, a new EP isplay Card will be completed
based on installed Code compliEN*_fem9es.
Builder Signature: Date:
Address of New Home City/FL Zip..—;Z,
01 �CJJE S
0
%
WE
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FIaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
�nay qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge@ USA - FlaRes2008
Job:
wrightsaftt Project Summary Date: APRIL 28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort cont rolofs Ic. com
For: WYNNE BUILDING CORP.
FORT PIERCE, FL 342.83
_;�
Notes:
1MM31(
Kz
�R. ME
&I - N
IN 6 1 4219ANT fie,
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Structure
17945
Btuh
Ducts
2467
Btuh
Central vent (31 cfm)
969
Btuh
Humidification
0
Btuh
Pipi�g
0
Btuh
Equipment load
21381
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Cooling
Area (ft2)
Volume (ft')
1452
12652
1452
Air changes/hour
0.45
12652
0.23
Equiv. AVF (cfm)
95
49
Heating Equipment Summary
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
OF
1000
Cfnn
0.049
cfm/Btuh
0
in H20
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TD
15
OF
Daily range
L
Relative humidity
50
%
Moisture difference
61
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
18521
Btuh
Ducts
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
Efficiency
11.5 EER, 14 SEER
Sensible cooling
21,000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
Cfrn
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:Mrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
I . . 1 4
+ wrightsaft. Load Short Form Job:
Date: APRIL 28, 2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
For: CARLTON PERFECTION 61, WYNNE BUILDING CORP.
FORT PIERCE, FL 34983
QlAMMI
Htg CIg Infiltration
Outside db ('F) 42 90 Method Simplified
Inside db (OF) 70 75 Construction quality Average
Design TD (OF) 28 15 Fireplaces 0
Daily range - L
Inside humidity 30 50
Moisture difference (gr/lb) 1 61
HEATING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
OF
1000
cfm
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
Coil FX4CNF030
ARI ref no. 3252981
Efficiency '11.5 EER,
-14 SEER
Sensible cooling
21000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
cfm
Air flow factor
0.046
cfm/Btuh
Static pressure
0
in H20
Load sensible heat ratio
0.81
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
CIg load
(Btuh)
Htg AVF
(Cfm)
CIg AVF
(Cfm)
FOYER
60
1153
708
56
33
GRT RM/DINING
509
7608
7096
373
326
LAUNDRY
46
921
1864
45
86
KITCHEN
150
395
3487
19
160
MS BATH
53
1011
577
50
27
MS CLOSET
70
78
157
4
7
MSBDRM
252
4186
5360
205
247
HALL
18
19
39
1
2
BATH
45
521
250
26
12
BDRM 2
194
3594
1799
176
83
I%fiAQT[=D I AXI
C 0
nn C
nno
A �
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
I- wwriight,,,ft,� Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
g�
, , EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
a
Entire House p
1451
20412
21734
1000
I
1000
Other equip loads
969
519
Equip. @ 0.95 RSM
21141
Latent cooling
5144
-rn-r A 1
A ACA
n
A^
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
+1+ wwrightsclft- Right -Suite@ Univer�.I 7.1.16 RSU05B64 2010-May-05 20:35:12
Orientation = E
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Page 2
A:F Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1
Room name
Entire House
FOYER
2
Exposed wall
151.5 ft
6.0 ft
3
Ceiling height
8.7 ft p
8.0 ft heat/cool
4
Room dimensions
6.0 x 10.0 ft
5
Room area
1451.3 ft'
60.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft�
Load
Area (ft2)
Load
number
(Btuh/ft2.-'F)
(Bt ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
IV12C-Osw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
-
IIA-r1ob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
W
12C-Osw
0.091
e
2.55
2.18
148
107
273
234
48
27
69
59
E-G
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
0
11
D
11jo
0.600
e
16.80
17.40
21
21
353
365
21
21
353
365
W,
12C-Osw
0.091
S
2.55
2.18
301
295
752
644
0
0
0
0
L-G
IA-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-rlomd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
ID-c2ow
0.570
w
15.96
59.58
30
2
479
1788
0
0
0
0
R
12B-Obw
0.097
-
2.72
0.85
204
188
510
160
80
80
217
68
L--D
11DO
0.390
n
10.92
11.31
16
16
177
184
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
1395
1396
1250
2344
60
60
54
101
C
16C-1 gal
0.049
1.37
2.06
56
56
77
117
0
0
0
0
F
22A-tph
1.358
38.02
0.00
1451
152
5761
0
60
6
228
0
6
c) AED excursion
3063
-2
Envelope loss/gain
15025
13201
921
592
12
a) Infiltration
2920
800
107
29
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
4
920
0
0
Appliances @ 1200
3
3600
0
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
Pc oa s
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412
21734
1
i
i
1153
708
Air required (cfm)
10001
1000
561
331
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
�,asgpftit!s�iviv Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
+ wlrlgks�ft- 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: comfortcontrolofs[c.com
Job:
Date: APRII-28,2010
By: PATRICIA ZIMMERMAN
1 Room name
GIRT RIVI/DINING
LAUNDRY
2 Exposed wall
46.5 ft
6.5 ft
3
Ceiling height
9. 8 ft heat/cool
8.0 ft heat/cool
41
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 (ft�
Load
number
(Btuh/fV-017)
(Bt ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
G ross
N/P/S
H eat
Cool
6
W.
L-G
12C-Osw
0.091
n
2.55
2.18
260
220
561
481
0
0 0
0
1A-r1ob
1.080
n
30.24
23.54
40
0
1197
932
0
0 0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
L-G
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
D
11jo
0.600
a
16.80
17.40
0
0
0
0
0
0
0
0
Y--G
112C-0sw
0.091
s
2.56
2.18
0
0
0
0
52
52
132
114
1A-riom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
W
2.55
2.18
196
157
400
343
0
0
0
0
-G
1
1A-r1omd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
G
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
L-D
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
56
40
108
34
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
1613-30ad
0.032
0.90
1.68
509
509
456
855
46
46
41
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
509
47
1768
0
46
7
247
0
6
c) AED excursion
1847
-5
--
Envelope loss/gain
5769
5487
706
403
12
a) Infiltration
1012
277
115
32
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
0
0
Appliances @ 1200
0
0
1
1200
Subtotal (lines 6 to 13)
6780
6224
821
1634
Less external load
0
0
0
Less transfer
0
0
0
Redistribution
0
0
0
14
Subtotal
6780
821
1634
1
uct oads
12%
14%
827
12%
14%
100
229
Total room It ad
I
f
7608
Air required (cfm)
373.
Printout certified by ACCA to rneet all requirements of Manual J 8th Ed.
Right-Suiteg) Universal 7.1.16 RSU05B64 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 2
-,b , . , "
I r wrightsaft ffight-J@ Worksheat
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, I'L 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28, 2010
By: PATRICIA ZIMMERMAN
1 Room name
KITCHEN
NIS BATH
2 Exposed wall
0 ft
7.5 ft
3
Ceiling height
8.0 ft heat/cool
8.0 ft heat/cool
41
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
HTM
Area (ft2)
Load
Area (ft)
Load
number
(Btuh/ft2_'F)
(Btu 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
T__G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
0
0
0
0
IA-rlob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
Lg
A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1'1
111jo
0.60D
e
16.80
17.40
0
0
0
0
0
0
0
0
W.
L-G
12C-0sw
0.091
s
2.55
2.18
0
0
0
0
60
54
138
118
1A-,l.m
1.270
s
35.56
26.39
0
0
0
0
6
6
213
158
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
L-G
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
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
a
Appliances @ 1200
2
2400
0
0
Subtotal (lines 6 to 13)
319
2702
816
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
319
2702
816
431
15,
Duct loads
24%
29%
76
785
24%
34%
195
146
Total room load
395
3487
1
10111
577
Air required (cfm)
19
160
1
50
27
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
4-� Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3
+ wrightsoft, Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort controlol's Ic. com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1 Room name
IVIS CLOSET
IVIS BDRM
2 Exposed wall
0 ft
39 5 ft
31 Ceiling height
8.0 ft heat/cool
.
8.5 ft heat/cool
4 Room dimensions
7.0 x 10.0 ft
14.0 x 18.0 ft
5 Room area
70.0 ft2
252.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (W)
Load
Area (ft2)
Load
number
(Btuh/ftR-'F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(13tuh)
Heat
Cool
G ross
N/P/S
H eat
Cool
Gross
N/P/S_
Heat
TC001
-
6
W,
L-G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
64
64
162
139
1A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0 0
0
W.
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
*1
-
1JD
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
1
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T--G
12C-Osw
0.091
S
2.55
2.18
0
0
0
0
153
153
390
334
IA-rlom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
119
89
227
194
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
30
2
479
1788
L-D
12B-obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
70
70
63
118
252
252
226
423
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
a
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
204
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
2
460
Appliances @ 1200
0
01
0
0
Subtotal (lines 6 to 13)
63
117
3731
4701
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
63
117
3731
4701
15
Duct loads
24%
34%
15
40
12%
14%
455
659
Total room load
78
157
4186
5360
Air required (cfm)
4
7
205
247
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
A(-C'V� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4
+ I . . I
Wrightsaft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28, 2010
By: PATRICIA ZIMMERMAN
1
Room name
HALL
BATH
2
Exposed wall
0 ft
5. 0 ft
3
Ceiling height
8. 0 ft heat/cool
8. 0 ft heat/cool
4
Room dimensions
3.5 x 5.0 ft
9.0 x 5.0 ft
5
Room area
17.5 ft2
45.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft)
Load
Area (ft�
Load
number
(Btuh/M�OF)
(Btu /ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
H eat
Cool
G ross
N/P/S
H eat
Cool
Gross
N/P/S
Heat
Coo
6
W,
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
67
L-G
1A-rl.b
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W,
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
L-G
1A-r1ob
1.060
e
30.24
26.27
0
0
0
0
0
0
0
0
11
D
11,10
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
1 2C-Osw
0.091
s
2.55
2.18
0
0
0
0
0
0
0
0
1A-r1om
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-Socs
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
Lt1A-r1omd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
L--D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
18
18
16
29
45
45
40
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
18
0
0
0
45
5
190
0
6
c) AED excursion
0
-1
Envelope loss/gain
16
29
332
162
12
a) Infiltration
0
0
89
24
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
16
29
421
187
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
16
29
421
187
15
Duct loads
24%
34%
4
10
24%
34%
100
63
Total room load
19�
391
1
5211
250
Air required (cfm)
1
2
26
121
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteD Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5
�hts�fr Right-JO 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: comfortcontroiofslc.com
1 Room name BDRM 2
2 Exposed wall 32.5 ft
3 Ceili� h-; k#
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
MASTER LAV
8.0 ft
4
Roorn�dimensions
'ons
8. 0 ft
12.5 x
heat/cool
15.5 ft
8.0 ft
heat/cool
oorn ar ea
_
--
193.8 ft2
7.0 x
56.0 ft2
8.0 ft
TY
ff5R,
ru
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
num bar
(Eltuh/ftl�-OF)
7
(Btuh/ft2)
or perimeter (ft)
(13tuh)
or perimeter (ft)
(Btuh)
H PqtTrr)nl
r4m�q
M/Pt-q
W..f
t1-i
77
6 1
WE--G
12C-Osw
0.091
n
2.55
2.18
124
124
316
271
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
100
80
204
175
0
0
0 0
-3
1A-r1ob
1.080
a
30.24
26.27
20
18
605
525
0
0 0
0
D
iijo
0.600
e
16.80
17.40
0
0
0
0
0
0 0
0
t-G
2C-Osw
1,A-rlom
0.091
s
2.55
2.18
36
36
92
79
0
0 0
0
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
64
64
224
142
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
0
L-D
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
194
194
174
326
0
0
0
0
C
F
16C-19al
0.049
1.37
2.08
0
0
0
0
56
56
77
117
22A-tph
1
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
oorn 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
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
15
Subtotal
Duct loads
3203
1578
0
747
0
297
12%
14%
391
221
24%
34%
178
101
Total room load
Air required (cfm)
35941
1799
I
1
1
925
39�8
I
176
83
- -
451
8
is
Printout certified by ACCA to meet all reguirements of Manual J 8th Ed.
Right-SuiteG Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC%Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6
I YIFJ - SUA�Y-
BOUNDARY
PLOT PLAN
I
U/C
TIE IN
FINAL
TOPOGRAPHIC
,COMPLETED ON:
10-13-10
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL 32 MEDITERANEAN NORTH,
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
OF THE UNRECORDED PLAT OF SPANISH
1@5
U.
2.
SHOWN HEREON. i
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LAKES PHASE 1, OF ST. LUCIE COUNTY,
a
LOCATED UNLESS OTHERWISE SHOWN.
FLORIDA.
3.
THIS SITE LIES WITHIN FLOOD ZONE "X', AC60RDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY1
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
IC
ZONE SHOULD BE VERIFIED BY A DETERMINATI!ON AGENCY.
R = RADIUS OF CURVE
5.
BEARINGS SHOWN HEREON ARE REFERANCb TO THE
L = LENGTH OF CURVE
CENTERLINE OF MEDITERRANEAN NORTH HAVING!AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT
A = DELTA OF CURVE
OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY,
T
FLORIDA
6.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR ANDIMAPPER.
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.
I
EXISTING
SITE
ELEVA
PERMIT 1P. SLC 1008-0007
S8910 9 39 " E 50.04 9
W-*
CO In
.N
C4
0
0
z
5.0'-
15.2'
11
11.01
04
AVERAGE TOP ;.� 5:
OF FOR L
ELEVATION- X5 EXISTING
7.64' A13OVE EDG
I OF PAVEMENT I
, ;-- 1 %18.16'
LO
LO
b-c,4
00
C4
0,
ch —
5-0—.0-9 9
EDITERRANEAN BOULEVARD NORTH
I
20' ASPHALT ROAD
st. hu le Co. EL
10
I (3te k%%4 tonit
)CIt I
kaprove�VL`
32 MEDITERRANEAN BOULEVARD NORTH LAST FIELD DATE: 10-1 3—'l 0
SCALE: 1 "=30'
ALEXANDER 4 PIAZZA PSM, IN C.
Surveying - Mapping - Consulting
619 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: (772) 340-7770
Fax: (772) 340-2250
*LEBf7280
CERTIFIED TO:
WYNNE BUILDING blok0bk4TION
DATE: 10-13-10
DRAWN: CJM
I hereby certify that the iu'r�iy shown hereon is true and
correct and is based on-, a ' ctuo-I measeurernents, taken in the
f i e I d. Th i s survey mee to rthe- Mi n irnurn Techn ica I St ando rds
of Chapter 5IG17,F . loridd—odrnimistratWive ode-.
/ALEXANDfi4 J. 'PIAZ7jr/,'00'
Professional Surveyor & Mapper
Florida Certificate No.: 6330
JOB NO.
10-0930
DATE:
REVISIONS:
P*A Im - I
I