HomeMy WebLinkAboutSUBMITTED PAPERSE.:. I�A NLY.-
0
DATE -FIEED:
PLAN REVIEW FEE�
CONCURRENCY FEE:
I .
2.
3.
4.
5
10.
I I
ALL INFO MU
c;LID ID
RECEIPT NO.: PERMIT NUMBER: I no q - (2 9AP
r RECEIPT NO.: CERT. CAP. NO.:
T' BE COMPLETE & FILLED INTO BE ACCEPTED
St. Lucie County Building and Zoning P�
2300 Virginia Avenue 0C —.)
0 Ft. Pierce, FL 34982-5652 SCANNED
772-462-1553 BY
St Lucie County
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
V'*1-
LOCATION/SITE ADDRESS:
S/DNAME: RiDanish Lakes T - SITE PLAN NAME: .
PROPERTYTAXID#: Part of 3414 501 1701, 000/9
LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26, Township 36s, �nd
Rangg 40F.
PLAT 6.PAGE TBLOCK 8.LOT
BOOK NO. NO. i4o:
PARCEL SIZE: ACRES/SQ FT. 5LED LOT DIMENSIONS
SETBACKS (ACTUAL) FRONT
341
BACK:
RIGHT: LEFT:
SIDE 5 SIDE jAf!�'
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION EXPANSION/ADDITION
RESIDENTIAL COMMERCIAL
OTHER(SPECIFY)
13.
14
16.
DESCRIPTION OF PROPOSED USE:
Sq. Ft./CONSTRUCTION: 2 0 7 5 V
VALUE OF CONSTRUCTION:
INTERIOR RENOVATION
INDUSTRIAL
15. Sq. Ft. 1 st Floor:
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 figules are not consistent with similar types of construction activities. If the value is $2500 or more., a
0
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02 56S
-A
OWNER INFORMATION
NAME:
ADDRESS: TTCZ1 q
CITY: 'Po-rt St- T.11ci STATE: Fid ZIP 34952
PHONE (DAYTIME): (7=) 8 email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE . OWNER LISTED ABOVE, PLEASE
FILL IN NAME'AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY
PHONE (DAYTIME):
CONTRACTOR INFORMATION
STATE:
N —AI
ST.� of FL REG./CERT #: C-GC 0 3 9 9 () . ST. LUCIE COUNTY CERT #:
BUSINESS NAME: Wynne Deve-Lopment uorpQ
QUALIFIERS NAME: Mai-t-htnw. T.V1 tz Wynnt-
ADDRESS: 8000 S- U-SI , Suite 409
CITY: po-rt- qt-. T.iie-i - STATE: FT, ZIP . '34()c;2
PHONE (DAYTIME): (Z2,2) 8 7 8 55 13 FAXNO. (772)878-7656 email
ARCHIT/ENGINEER:
ADDRESS:
CITY: s t I-i;a r- t:
PHONE (DAYTIME):
BONDING COMPANY:
ADl5PtS§:"*
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE: FL — ZIP 24996 —
STATE:
STATE:
ZIP
ad
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, HEA . TERS, 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 SUBJECTIO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing informationis accurate and that all work will be done in compliam
with all �a 1 1 1 ction and zoning.
pp�lica e aws r (1 zo In
OWNE�
.R/CONTRACT NATURE NT
CONTR C ATURE CO RACTO
STATE OF FLORIDA
COUNTYOF St- Tair_-Je
The foregoing i tr t Is acknowledged
umen" u
"n
'n' 'm ji
before me this L9k "day of 20 �1 �y
b
o i ersonall
o me or who has produced
�: — �ow as identification.
Dq& 0"V�
Signature of Nc&ry
STATE OF FLORIDA
COUNTYOF St- T11-i-r-i—
The foregoing instrument W)s acknowledged
r5�y
0
before me this c�,ay f 20 by
+ho%'��
Mattt9Xj_y_L 0 1 ersonal
<2E_ow� me or w o has pro ced
as identification.
Signature of N t ry
Type or nt of Notl)MOTHY ANN HAFNER
Type or Print Nam Y ANN HAFNER
"T%f" DOROTH te of Florida Notary Public - . State of Florida
A, Notary Public - Sta my Co m. Oct 2, 201?
3g4mm. Expirei
5 Oct 2, 2012 Commiss*
Commission No. C mission # D 827096
Commission # DO 827096
OF F
I Notary Assn. .. Is Bonded Through National Notary Assn.
Bonded Through National Notary Assn.
-SIRF QUIRED. EACH
NOTE: TWO (2)SM"MME , RE TZ SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
f
ZONING ,
rcf
LAND USE
(2lu .
LOT CVG %
TAZ NO.
FLOOD ZONE
_�*6
FIRM MAP #
IST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
4_4A 5[ 1
SPRINKLERS
/
STORMWATER
LOT OF REC--
LOT OF REC Cafter
LOT SPLIT
LOT SPLIT
(beforE 1/90)
1/90)
REQUIRED
APPROVED
ADMI NST
LIBRARY
PARKS
PERMIT
VARIANCE
IMPACTFEE
IMPACTFEE
FEE
REPORT
PUBLIC BLD
HABITABLE
RADON FEE
CODE
IMPACTFEE
AREA
�O
.
N�)
SCHOOL
GROSS ROAD
CREDIT
Y
N
TOTAL ROAD
IMPACTFEE
IMPACT FEE
IMPACTFEE
DUE �;�
SCHOOL
CREDIT
Y
N
TOTAL
IMPACT FEE
SCHOOL
IMPACTFEE
POLICE FEE
FIRE FEE
MISC FEE
TOTAL
POLICEIFIRE
MISC
ADDITIONAL
N
SPECIFY
TOTAL
PERMITS
ofALL
REQUIRED
FEES
REVIEWS
-ZONING,
ZONING
PLANS
MISC.,,_,-,
VEGETATION
SEA TURTLE
MANGROVE
�nAEMIEWED BY'
EXAMING
ATE,
C 6mPLETE
INITIAL'"
S
30-NOU-2010 07:56 FROM:SOUTH W 7723446042 T'-`�:)26443 P.1/1
Fort Plerce, FL 34982
772-462-2172 FaX 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #:,/
- QQ —2 -
BUILDER/CONTRACTOR;
PEST CONTROL CONTRACTOR:
PEST CONTROL LICENSE
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites In accordance with the standards of the National Pest Control AsSociatlon.
Square feet if area treated:
Percentage of solution-, 6,)L
Date of Treatment:
-Footing
_1"' Treatment
---Re-Treat
r,vew,
riveipy
Vt Treatment
Re-TAeat
-IL6ther
. V 1' Treatment
-Re-Treat
Chemicals used- &&))V1,,5'6
Total gallons used:
rime of Treatment:
_Slab
11 Treatment
-Re-Treat
-Pools -
-l't Treatment *0t, V"P.,
-Re-Treat ?,9 `�o
49
1
Perimeter fbr Final Inspection -st. 49
41, 41c,
of --
'Signature of Exterminator
NOte.' 7here must be 3 MmPlefed,`brm lbr each -equired &-eatment or re -treatment end ffils f0fm must be on the job
Sifto to be picked up by the inspector at b1me of each Inspection or the scheduled An5pectlon wAl fail and a re -inspection
fee chalyed
FBC104.2.6 Ceriftwe of Protective Treatment forplL_ventlon ortermites, A weatherres1santjobsitle posting boary
shall be provided to recelve ijuplIcate rMatment Cef Motes as each requfmd protective treatment /S completed,
pnovidIng a copy lbr Me person the permit is Issued to and another copy for the buildIng permit ffles. 7he rheatment
Certtribdte shall pro v1de the product u5ed, identity of the applIotor, t1me and date of the lreatmen4 51te locc7tion, area
treated, chemIcal used, percent concentration and nufter ofgallons used, to estabfth a veriflable record. of
PrOtftvve treatment If the soll Oemical ban-ler method for termite preventlon Is used, flnal exterlor treatment shall
be completedpnor to AhalbulUfto approval
St Lucie County requires for the final inspection for CO, a PerManent Sticker to be placed on
SEP-14-2010 19:25 FROM:SOUTH COAST 7723446042 _Tnl:4626443 P.1/1
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
Z8
PERMIT #: 16V 2 90-
,i�t JOB ADDRESS:
BUILD ER/CONTRACTO R: 14 j'�L rlij'o
PEST CONTROL CONTRACTOR:
PEST CONTROL LICENSE #: T-13
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control AssociaVion.
Square feet If area treated; 00 Chemicals used: PR w, /5 6-
Percentage. of solution:
Date of Treatment: 16
___Footlng
_ 15'Treatment
-Re-Treat
___�Drlveway
11;1 Treatment
-Re-Treat
-Other
_Vt Treatment
-Re-Treat
Total gallons used: ?00
Time of Treatment-
9 r' -3 6
___zsiab
_11t Treatment
-Re-Treat
-Pools -
11 Treatment
-Re-Treat
Perimeter for Final Inspection
Signature of Exterminator
Note.' There must be a completed form for each required tmatment or re -treatment and thir form mustbe on thejob
5ite to be pIcked up by the inspector at time of each inspection or the 5cheduled ingpection w111 fail and a re -inspection
fee chalyed.
FBC 104.2.6 CerUricate of Pmfective rreatment for preventlon of termkes. A weather reskstantjobsIte postlog board
shall be provided to receive duollcate Treatment Cartirkates ag each required protectIve treatment- is complated,
providing a copy for the person the permit is issued to and another copy lbr the buildingpermit files, 7he 7realment
Certificate shall prov4de the product used, identity of the applicator, time and date of the lreatwen4 s1te locadon, area
treated, chemical u5od, percent concentmhon and number of gallon5 u5ed, to e5t;7bllsh a verllftble record of
pratecbve treatment. If the soil chemical barrier method for termite prevention is used, r1nal exteHor "atment shall
be comploted pr1or to Anal buildIng approval.
St Lucie County requires for the final Inspection for CO, a Permanent Sticker to be placed on
DUNHUBERGER It
engineering & testing, inc.
11 pOil Density Test Report
Project Name: Spanish Lakes Phase I Address: 7 Huarte Way
Project Number: PSL-09-3011 (10.1) Date Tested: 8/31/2010
Technician Initials: SM
Client Name: Wynne Building Corporation Report Date: 9/3/2009
8000 South US 1 #402 Project Manager: Dave Youngstrorn
Port St. Lucie FL 34953 Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
a,, offff"'
Fi eld
ZP
_Tests
Maximum
Dry Density
(pef)
Optimum
Moisture
M
Dry
Density
(pcf)
Cone
Resistancel
(tsf)
Moisture
M
Minimum
Required
Compaction
M
Percent
Maximum
Density
M
Test
Results
1
12
107
13
103.2
---
11.6
95
96.4
Pass
2
12
107
13
102.5
---
12.5
95
95.8
Pass
3
12
107
13
103.0
12.2
95
96.3
Pass
Type of Field Density Test: F ASTM D 1556 rV ASTM D 2922 r ASTM'D 2937
Minimum Required Compaction Based on: P_ AASHTO T-180 (ASTM D 1557) f— AASHTO T-99 (ASTM D 698)
1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Tes
ype�
-J
-7
-levatipif
Test,Locatidw, T'Hua t., W0y,SIAb.o6GkAd
e-7
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)
. 4
V'r-,
Elevation/Depth Referenced to:
$bil -Type
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other:
F NGVD r MSL P Other: Inches below top of footing or slab subgrade
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field) ... (1)
St. Lucie County Building Department ... Q�,
�g E. Dunkelberger, RE
Registration No. 49932
The original of this report was signed and �ealed bythe registered engineer in accordance with Rule 61G15-1801 1, of the Florida Administrative Code. This report is submitted as the confidential
property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to
subsurface exploration, recommendations or design are expressed by this firm.
Lakeland - Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10. 1) Progress Reportals PR 9
?f St. Lucie County
Building & Zoning Department
Q
2300 Virginia Avenue
Fort Pierce, F1, 34982
772-462-2165
Fax 772-462-6443
Request for 30-Day Temporary Power Release
Date: VC) Permit Number; "r
Property A(ldress:
TI-U', UNDERSIGNED HEREBY REQUEST RELEASE. OF ELECTRICAL POWER TO THE
ABOVE 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 OF APPROVAL OF THE REQUEST WE HEREBY
ACKNOWLEDGE AND AGREZ AS FOLLOWS:
1. This temporary power release is requested for the above Stated pUrpose only,
and there will be no occupancy of any type, other than that permitted by Construction
during this time period.
2. As wiLness by oursignatures, we hereby agree in abide by all terms and conditions
of this,19reement, including Building Division Policy, which is incorporated herein by reference.
3. X11 conditions and requirements listed in the atta6ed document entitled
"Requirements lur 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection.
4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason
for the request. Power may he removed from the site and/or a Stop Work Order issued if -tile Final Inspection
has not been approved within 30 days. A fee of $100-00 will be required to lift the Stop Work Order.
WE IFIEREBY RELEASE, AND AGREETO HOLD HARMLESS, ST. LUCIE, COUNTY, AND
THEIR EMPLOYEES MOM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NA TUR�,'
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING
ANY )DAMAGE WHICH MAY DE INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMFNT.
1___) I
OWNER
CONTRA
ICAL CONM.ACTOR
TUR)r�
A 14,6//.(,
'V�)
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3500119 OR 3217 PAGE 2101, Recorded 07/30/2C,"- at 01:50 PM
ArrER RECORDING.RETURN TQ:.
—1
PERMITNUMBER- L . . 11d.y5p.,x L, re.,er,,-d
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida siatutu the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PRQPERTT (Legal description and street address) TAX FOLIO NUMBER, 3.4 14 - 5 0 1 - 17 01 - 00 0 9
Spanish-.
SUBDIVISION 1,BLOC-K—TRACI'—LOT-----BLDG—uNrr-
1 HUARTE WAY ast 3-, of section 1 tow ghi 34 rLge 39E
N ,:
2. GENERAL DESCRIPTION OF IMPROVEMENT- lying-N&W of Turnp—D�e F Pe r Rg.gg
3. OWNER INFORMATION;
b. Address 8000 S - US1 I Sui te 402 , PSL , F� 346�2 interest in pmperty—
d. Name and address offee simple titleholder (if other thanowner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
8000 S. USI, Suite 402, PSL, FL 34959 779-828-5511
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State ofFlorida designated by Owner upon whom notices orother documm.0 may be served as provided by
Section 713.13 ())(a) 7., Florida Statutes: Craig Wardell
NAME, ADDRESS AND PHONE NUMBER; 1 Laa Casitas, Ft. Pif-re-F-, FT. 34951 772-466-1553
8. In addition to himself or herself.- Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date Of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified)
Signature of Owner or ;-0— —
Owner's Authorized OfficerlDirector/Pailner/Manager
Matthew Lyle Wynne, Vicp—Prpsident
Print Name and Provide Signatory's Title/Office
State oi Florida
County of St' - T-11 ie -
The foregoing instrument was acknowledged before me this a(A day 20-10
By Matthew Lyle Wynne , - t/ i ;fZ �.- -
(Nameofperson) (Type of authority ... e.g. Owner. officer. trustee, attorney in fact)
ForWynne Building Corporation
(Name ofparty on behalf of whom instrument was executed) Personally Known-jZor produced the following type of ID:
011110THY ANN H=EftR
bllo - state Ol RONA
AMt,,;' Notary Pit la : i M
My Com.. Evit.. =00 2.2012
j..jO..P C) 70
(Printed Name of Notary Public) (Signature of Not& Public) I-iv;d) Commission 0 00 627096
OF? to M.I.. I .y
N A.
Under penalties of pexitiry, I declare that I have read the foregoing and that the facts 1! true
belief (section 92.525, Florida Statutes).
Signa 8 er(s),or Owner(s)' Auth . ed Ofricer/Director/Partner/rdanager who signed above:
By: B
R- D&1JWW7jR—diW
STATE 'M7
ST.
TH 1!
T P Ul
By.
Dai
01/07
CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
LOCAL DESIGN CRITERIA (Table R301.2(l) unless
noted otherwise)
Floor live load (Table R301.5) psf
Roof live load (Table R301.6) psf
Ground snow load psf
Basic wind speed mph
Wind exposure category (R301.2.1.4) 0-
High wind design criteria applicable
(R301.2. 1. 1)
Seismic design category (�DQ
[Figure R301.2(2)] , /A—
SDC C&D provisions (R301.2.2) M
I
or)r)kh D1 ANINIINVI. Pl=r)l JIPFRAPMT.0, (Rqn.,i thmiinh Rms)
Weathering area i
Frost line depth IVIR
Termite area V
Decay area ..'N d '" '
Winter design temperature
Ice barrier underlayment required N41V--v U
Flood hazards AJ14-
v
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 open i ngs,/penetrations and pro-
jections (R302. 1, Ta /e R302. 1)
Use
Area
Width
Average
ceilinq
Minimum
ceiling
Natural*
light
Natural ventilation*
Living
120
T-0"
T-0"
5'_011
8% floor area
4% floor area
Dining
70
T-0"
T-13"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
71-0't
5'-0"
8% floor area
4% floor area
Bedroom
70
T-0"
T-13"
61-011
8% floor area
4% floor area
Bathroom
N.A.
N.A
T01'
S-101"t
3 square feet
11/2 square feet
* See Sec�pns R303.1 & R303.3 for mechanical ventilation and artificial light
t 6'-8' over plumbing fixtures.
Required heating (R303.8) Floor surface noncombustible; sloped floor
(R309.3)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
-Private disposal (Appendix 1)
GLAZING (R308)
Identification (R308.1)
Louvered windows or jalousies (R308-2)
Human impact loads/hazardous locations
(R308.3lR308.4)
Skylights and sloped glazing (R308.6)
GA7S AND CARPORTS (R309)
No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
1'/8" solid wood doors, 20-minute fire -rated
doors (R309.1)
51��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)
EG7(R310 - R312)
Basement and sleeping room window for
emergency escape: opening 5.7 square feet
(grade floor, 5 square feet), 24" net clear
height, 20" net clear width; maximum sill
height = 44" (R310.1 - R310.1.4)
Window wells (R310.2)
Exit balconies (R311.2. 1)
Exit access or hallway �! 3' (R311.3)
tl�__ One exit from each dwelling unit (R311.4.1)
At door �: (3'0" x 6'8") (R311.4.2)
'*"�x
Landings for doors (R311.4.3)
Stairways; minimum width = 3'0"; maximum
stair rise = 71/4"; minimum tread = 10" with
3/411-11/411 nosing; minimum headroom = 6181,
(R311.5)
Landings for stairways; minimum dimension
36" (R311.5.4).
Special stairways (R311.5.8)
PJAf- Ramp slope (1: 12 maximum) (R311.6)
Ramp landing, minimum 3' x 3' (R311.6.2)
Ramp handrails; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
Under stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height= 3411to 38"; Type I orType Ilgrip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 30" above floor; 34"-36" minimum
guard height (R312.1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
Location and interconnection (R313.2)
Power source (R313.3)
FOAM PLASTIC (R314)
co, so261-abeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
WAL CE' LING FINISH (R315)
Slame spread (R315.1)
moke-developed index (R315.2)
INSU ION (R316)
�� Flame spread (R316. 1)
--Y--Z.Olmoke-developed index (R316.1)
V Atti-c (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)
J�� Required (R318. 1)
DECAY AND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319. 1,
R320. 1)
Zr�natb Quality mark (R319.2 and R320. 1. 1)
SITE ADDRESS (R321)
a, � Premises identification (R321. 1)
ACCESS ILITY (R322)
��A'ccessible dwelling units applicable (R322.1)
ELEVATORS/PLATFORM LIFTS (R323)
Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
General (R324.1)
Hazard area and elevation requirements
(R324.2 and R324.3)
Design professional (R324.3.6)
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
7,5
Soil bearing value (R401.4, R403.1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but:� footing thick-
ness (R403. 1. 1)
fit ?q,
#V / Footings in SDC C or D (R403.1.2, R403.1.3
and R 03.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, R403.1.4.1 and
R403.1.4.2)
Sill plate bolting in concrete/masonry = 1/211 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)
Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404. 1 (1) and R404.1(2)]
Masonry and concrete foundation walls
_Rfi�'(R404. 1. 1, R404.1.2)
SDC D provisions (R404.1.4)
**__-Maximurn wall height [Tables R404. I (I) -
R404.1(3) and Tables R4,04. 1. 1 (1) -
R404.1.1(5)]
-4-
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS finchesla
LOAD -BEARING VALUE OF SOIL (p
1,500 2,000 3,000 4,000
Conventional fig
t-frarne construction
I -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-sto[y
21
16
12
12
3-story
32
24
16
12
8-inch solid or IN grouted masonrV
16
.1�
12
12
T-story
29
12
3-story
42
32 1
21
16
For Sl: I inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOU ]ON WALLS (cont'd.) COLUMNS (R407)
Maximum unbalanced fill height [Tables P�ptection 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)/ #1 Wood columns (minimum 411 square) (R407.3)
V'_�Reinforcement size and spacing [Tables � i '
R404.1.1(2) - R404.1.1(5)] Al I W4-' Steel columns (minimum 31' diameter, standard
-I-- T� weight) (R407.3)
Height above finished grade (R404.1.6)
Sill plate size (R404.3)
AJ I KA-- Insulating concrete forms (ICF) (R404.4)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405. 1)
AYA-Darripproofing if basements are below grade*
(R406. 1)
Waterproofing if high water table* (R406.2)
If uninhabitable, see under -floor space (R408)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
FLOORS (Ch Pt r 5)
WOOD JOISTS AND GIRDERS (R502) Bearing (1.5" minimum on wood or metal; 31' on
Species and grade (R502. 1) masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleeping areas, LL = 30 psf
[Table R502.3. 1 (1)]
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 s ans for exterior
bearing walls [Table R502.9(1)]
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)
Ok-Grade (R503.2. 1)
Thickness (R503.2. 1)
Allowable spans [Tables R503.2. 1. 1(1) and
R503.2.1.1(2)]
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3. 1)
Thickness (R503.3.2)
Installation [Table R602.3(l)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/411
gravel or 1/," 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)
17- Fastening (R505.2.4)
Floor construction (R505.3)
CONCRETE FLOO RS (ON GROUND) (R506)
Thickness: 31,1,11 minimum; Concrete strength
R506. 1)
Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
M- Base course: 4" graded with 2" maximum
:Zag,,gregate (R506.2.2)
V
Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL (R601)
Design (R601.2)
Component and cladding wind loads [Table
1.,zW301.2(2)]
indows in windbome debris regions
(R301.2.1.2)
W70NSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-1
Exterior walls (R602.3)
tud spacing (R602&1. I
JW-r--irterior load -bearing walls (R602.4)
nterior nonbearing walls: 211 x 31' at 24" o.c.
(or 2" x 4" flat at 16" o.c. (R602. T
Drilling and notching - studs (R602.AB 7
rilling and notching - top plate (R602.2,q 7. 1
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.2]
Fireblocking (R602.8)
7C;K2hA+,. Cripple walls (R602.9)
Wall bracing method (R602. 10.1 and
M 0 U--. I U. .5)
__��Wall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
S D C D (R602.10.9, R602. 10. 11 and R602. 11)
STEEL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Identification (R603.2.2)
Corrosion protection (R603.2.3)
Fastening (R603.2.4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
191
WALL CONSTRUCTION (cont'd.)
SH7KG (R604 and R605) INSULATING CONCRETE FORM WALL
Wood structural panels (R604) CONSTRUCTION (R611)
Particleboard (R605) General design (R611.1 and R611.2)
MASONRY CONSTRUCTION (R606 - R610) Type of ICF wall design (R611.3 - R611.5)
t"`� General design (R606) Construction requirements (R611.7 - R611.9)
Ali#�_SDC C and D (R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION
��fl (R612)
JV /IT Unit masonry (R607) WuL Design basis (R612.1)
k-M u ' Itiple wythe masonry (R608) WINDOWS & DOORS (R613)
Grouted masonry (R609)
General; window sills; performance; testing
Glass unit masonry (R610) and labeling (R613.%- R613..?,2_
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5)
A)fM- Plaster material (R702.2) Exterior plaster (R703.6)
Plaster support (R 702.2.1) stone & masonry veneer (R703.7 & Figure
Gypsum board material (R702.3.1) �703.7); Steel angle lintels-4" minimum bear-
ing each end (R703.7.3)
Gypsum board support, application and fas- Veneer ties: #9 U.S. gage wire or #22 U.S.
tening (R702.3.2 - R702.3.8) gage by 7/," corrugated metal; 24" o.c. maxi -
Ceramic tile (R702.4) mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet)
EXTERIOR WALL COVERING (R703) (R703.7.4. 1)
Water -resistive barrier (R703.2) Flashing (R703.7.5 and R703.8)
Exterior insulation finish systems (R703.9)
Wood siding (R703.3)
__A4Attachment and minimum thickness -(Table Fiber cement siding (R703. 10)
46r)R,703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GENERA (R801) __01)t Lateral support and bridging (R802.8)
Design (R801.2 and R801.3) . Framing of openings (R802.9)
Component and cladding wind loads [Table ood trusses (R802. 10)
R301.2(2)] oof t
:��R ie-down (R802. 11)
ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)]
Fire -retardant -treated wood (R802.1.3) Without affic storage, LL = 1 Opsf
Framing details (R802.3) With attic storage LL 20psf
A) Rafter tie (41 o.c.) (R802.3. 1) Spacing
Collar ties (4' o.c., in upper third of affic) Species
(IR802.3. 1) Grade
Purlins (2" x 4" at 4'o.c. minimum) Span
(Figure R802.5. 1, R802.5. 1)
Bearing (R802.6) Size
Cuffing and notching (R802.7)
Engineered wood products (R802.7.2)
�5w' -
-7-
ROOF -CEILING CONSTRUCTION (cont'd.)
[Tables R802.5.1 (1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (ILL or snow)
Ceiling attached/ceiling not attached
Spacing
Species
Grade
Span
Size
Hc/H,; Adjustmentfactor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
-Allowable spans [Table R503.2. 1. 1 (1)]
Installation (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)
\V Roof tie -down (R804.4)
ROOF TILATION (R806)
PL Vein'tilation requirements (R806. 1, R806.2,
R806.4)
AT erifss (R807)
�� Access requirements (807. 1)
INSULATION CLEARANCE (R808)
ailrd, nsulation requirements (R806.3, R808.1)
ROOF ASSEMBLIES (Chapter 9)
R=OOFC SIFICATION (R902)
RC
Roof covering materials (R902. 1)
WEATHER PROTECTION (R903)
Zjtloapsih ing (R903.2)
C ng (R903.3)
_A) Roof drainage (R903.4)
MATERI S (R904)
—Z!Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
W#,111--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)
B;*uilt-up roofs (R905.9)
Metal roof panels (R905. 10)
AIIA- Modified bitumen roofing (R905.11)
Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
Sprayed polyurethane foam roofing (R905.14)
Z Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
General (R906. 1)
REROOFING (R907)
Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) A) IA-- Spark arrestors (R1003.9. 1)
PJ/4—Construction (Figure R1001. I and Table Wall thickness; �: 41' (R1003. 10)
R1001.1) Flue lining - material/installation (R1003.11 and
SDC D reinforcing/anchorage (R1001.3 and R1003.12)
R1001.4) Multiple flues (R1003.13)
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001. 11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1 003)
Construction (Table R1001. I, R1003.2,
R 1003.3, and Figure R 100 1. 1)
Corbeling (R1003.5)
Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
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 (RI 004. 1)
_&ff—Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
,0 1,
N1 4—Listed and labeled (R 1005. 1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
;rmpliance; material and equipment
NI101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
V1,
,,,Building envelope (NI102)
Mechanical systems (NI103)
MECHANICAL (Chapters 12-23)
_��ppliance labeling (M1302, M1303)
V111 Appliance access (M1305, M1401)
ppliance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
_V 'Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
Wv— C himney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
Hydronic piping (Chapter 21)
Special piping and storage systems (Chapter
22)
Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
blies (R317.3)
W
FUEL GAS (Chapter 24)
Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
I Installation (G2408)
Clearances (G2409)
Electrical and electrical bonding (G2410,
G2411)
_J�ater service location and depth (P2603,
_P,2604)
'94��Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605. 1)
Listed plastic materials (P2606)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
A)/A—Pipe sizing (G2413)
I
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
(G2425 - G2428)
Misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
Backwater valves (P3008)
Fixture traps (P3201)
Penetrations of fire -resistance rated assem-
blies (R317.3)
ELECTRICAL (Chapters 33-42)
a I
IV Penetrations of fire -resistance rated assem-
blies (E3302.2)
isted and labeled materials (E3303)
Service equipment and location (E3501,
E3506)
'Service size and load calculations (E3502)
ailable fault current (E3506)
System grounding (E3507)
Required branch circuits (E3603)
1--��Fe'eder requirements and load calculations
(E3604)
Wiring methods (Chapter 37)
Required lighting and receptacle outlets
(E3801, E3803)
Devices and lighting fixtures (Chapter 39)
Appliance installation (Chapter 40)
Swimming pools (Chapter 41)
Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
N/4—provisions adopted (R102.5)
F I
Compliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5)
Compliance with Appendix F verified
_10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
WHr--Provisions adopted (R102.5) 0 e Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Provisions adopted (RI02-5)
#Ikcompliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5)
—N4—Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
A I
yv/ Provisions adopted (R102.5)
NOTES
Compliance with Appendix K verified
-11-
NOTES (cont'd.)
-St.-. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynne Peveldpment Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 7 HUARTE WAY
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of th� sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Coniractor
St. Lucie County/
State of Florida
License Number
Electrical
S & W Electric, Inc.
2 0.4 -1;
ER0,00941.6..
Plumbing
Lindgiiist Plumbing' & 'Suipply Co-
191 so*
CFC0576*72
HVAC/
Comfort Control of St.- Lucie
8288
Mechanical
County, Inc.
CACO24 . 379.
Roofing
Treasqi�e Coast Roof incr,-LLC
.1,949:6
RC'29027087
Gas
PERMIT I-ISSUEDATE: I
NUMBER: ik-&31 11
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
ORI
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: C204�!5
State of Florida Certification Number (if applicable):
iL �J C- Ic C6 I'C' X-tv
(Company Narne* /Individual Name)
have agreed to be the
le c � ric-:5L sub -contractor for _bJiJflV1"1/e&
(Type of Trade) (Primary Contractor) P_namo� CV(P_
for the project located at. 7 HUARTE WAY
(Project Street Add—res'sor P—ropertyTax 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 REQUIR.ED
6S �IGMATTUJRE
PRINT NAME DATE
Business Name: (51 er. zj:or-.
Address: W. ("eer- 2 oad
City/State/Zip: Ei: !F'L k ce
Phone: 77CZ— �t64/_C/0,�46 email:
OFFICE USE ONT.V-
ST. LUCIE COUNTY PUBLIC WORKS
W
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB-CONTRACTORAGREEMENT
St. Lucie County Contractor Certification Number: 19150
State of Florida Certification Number (if applicable): CFC057672
Lindcfuist Plumbing & Supply Co. have agreed to be the
(Company Name/Individual Name)
Plumbing sub-contractorfor Wynne Development Corp.
(Type of Trade) (Primary Contractor)
for the project located at 7'HUARTE WAY
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Chafige of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
DRIGINAL SIGNATURES AIZE I�EOUI*RED
Robert A. Case
SIGNATURE PRINT NAME DATt
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:
PERMIT # ISSUE 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): CACO243
Comfort Control of St. Lucie County, lahpvc agreed tobe the
(Company Name/Individual Name)
air conditioning sub -contractor for Wynne Development Corpo ation
(Type of Trade) (Primary Contractor)
for the project located at
7 HUARTE WAY
(Project Street Address or Property Tax ID. #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNAT'URES ARE 11EQUIRED
Barry Zimmerman
PI�XNT NAME DATE
Business me:—) Comfort Control of St. Lucie County, Inc.
Address: 1501 Biltmore Str6et
City/State/Zip: P'ort Saint Lucie, FL 34983
.Phone: 772-785-9010 — email:
... OFFICE USE ONLY:
PERMIT # F ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: —19 4 9 6
State of Florida Certification Number (If applicable): RC29027087
Trgasurp Coast- Roof J rig., 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 7 HUARTE WAY
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
Brian J_ Maloney
S�IGNA6;KE PRINT NAME DATE
Business Name:
Address:
City/State/Zip:
Phone:
Treasure Coast Roofing, LLC
1816SW Biltmore St.
772-343-8303 email:
OFFICE USE ONLY:
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property: 7 HUARTE WAY
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID[Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. hi 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 th at 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 OFFLORIDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS DAY OF 20A0-
ByMatthew Lyle Wynne VMOI<ER:SO:N,6'LLY KNOWN OMEORWHOBASPRODUCED
AS IDENTIFICATION.
J-40-b. . )>Oled-TWI-1 AVX) W044erwev-
SIGNATURE OF N TARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
DDROTHY ANN HAFNER
y P�"§
Notary Public - State of Florida
My Comm. Expires Oct 2, 2012
k�� commission # DO 827096
P'� Bonded Through National Notary Assn..
"OF 0
I OFFICE USE ONLY:
DATE FILED: Riz-11to
REVISION FEE: CO
PERMIT # 1 g g:7 () 2 @ 6
RECEIPT # ::jr=—n !) or
ST. LUCIE COUNTY
PUBLIC WORKS DEPARTMENT
CODE COMPLIAN CE DIVISION
2300 VIRGINIA AVENUE
FORT d%R@
&EL 34982-5652
APPLICATION
1. LOCATION/SITE 10 r/w/
ADDRESS: 7 Hua-rte Way vir
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
rhanaed F-F-E- New qllr',7tzl;l Slibmissinn
3. CONTRACTOR INFORMATION:
ST. of FL REG./CERT. # CGC03599 ST. LUCIE CTY. CERT. #. 0 A A 9 8
BUSINESS NAME: Wynnin Development c-rporatian
QUALIEFIERS NAME: Matt-bimw T.I,-ltm WVnnt=
ADDRESS: ROOO qnilt-h TTWV- 1 qiiit-t- 402
CITY: Pnrt- qt-- Tairie STATE: PT, — ZIP: -'�,4�9'5
PHONE (DAYTIME): (772)879--5-51-3 FAX: (772)878 76.56
4. OWNER/BUILDER INFORMATION:
NAME: Wynne Building Corporation
ADDRESS: 8000 South 11 S Hwv I Si - lita 402
ZIP: -149r,?
CITY: Pert St. STATE: ET, -
PHONE /CELL: (772)878 5513 — FAX: (772)878-7656
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Rradpn & Rradgn
ADDRESS: —417 C-r)rlr)nllt- A-,7P-
CITY: gi-I]a-ri- STATE: Fil ZIP: 34996
PHONE (DAYTIME): (772) 287-`89558 FA)C- (77-2)287-8258
REVISION
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FORM 1100A-08
FL ORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Pr6ject Name: Builder Name: WAYNNE
Sh*eet: k\\Sd� �"Sa'.A Permit Office:
City, State, Zip: FORT PIERCE, FL, 34983 Permit Number:
Owner: . Jurisdiction:
Design Location: FL, Fort Pierce
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2
b. Face Brick - Wood, Exterior R=1 1.0 204.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 2 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types Insulation Area
6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2
b. N/A R= ft2
7. Windows Description Area c. N/A R= ft2
a' U-Factor: Sgl, default 134.58 ft2
SHGC: Tinted, default 11. Ducts
b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2
v SHGC: 12. Cooling systems
c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr
SHGC: SEER: 14
d. U-Factor: N/A ft2 13. Heating systems
- a. Electric Heat Pump Cap: 30.0 kBtu/hr
e. U-Factor: N/A ft2 HSPF: 8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area a. Electric Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9
b. N/A R= ft2
b. Conservation features
c. N/A R= ft2 None
15. Credits Pstat
Glass/Floor Area: 0.093 Total As -Built Modified Loads: 27.22 ""'ASS
Total Baseline Loads: 31.91
I hweby certify that the plans and specifications covered by Review of the plans and 'S
this calculation are in compliance with the Florida Energy specifications covered by this
TIN
Code. calculation indicates compliance
%
with the Florida Energy Code.
PREPA �D BY- Before construction is completed
DATE: this building will be inspected for
M
compliance with Section 553.9C �
)8
Flo Statutes. igaoo
I hereby certify that this building, as designed, is i o nce
with the Florida Ener Code.. -0D
-1 OVVNERI,AGENT:- BUILDING OFFICIAL:
V r,
DATE: DATE:
5/5/2010 8:45 PM EnergyGauge(D USA - FlaRes2008 Page 1 of 5
PROJECT
.Title:
WYNNECARLETONPERF61 Bedrooms: 2
Ad ress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 1451
Lot #
`Owner:
Total Stories: 1
SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
13uilder Name:
WAYNNE
Rotate Angle: 0
Street:
'Permit Office:
Cross Ventilation: No
County:
ST. LUCIE
Jurisdiction:
Whole House Fan: No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL, 34983
New/Existing:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp
Int Design Temp Heating Design Daily Temp
Design
Location
TMY Site Zone 97.5%
2.5%
Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90
75 70 722
62 Low
FLOORS
V#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 ft2
0 0 1
ROOF
Roof Gable
Roof
Solar Deck
#
�Type Materials Area Area
Color
Absor. Tested Insul.
Pitch
1
Hip
Metal 1530 ft2 0 ft2 Medium
0.88 N 0
18.4 deg
ATTIC
Type
Ventilation Vent Ratio (1 in)
Area RBS IRCC
1
Full attic
Vented 300
1452 ft2 N N
CEILING
Ceiling Type
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented)
30
1452 ft2
0.1
Wood
WALLS
#
Ornt Adjacent To
Wall Type
Cavity
R-Value
Sheathing
Area R-Value
Framing Solar
Fraction Absor.
1
N Exterior
Concrete Block - Int Insul
4.1
489.21 ft2 0
0 0.8
2
E Exterior
Concrete Block - Int Insul
4.1
148 ft2 0
0 0.8
3
S Exterior
Concrete Block - Int Insul
4.1
301.33 ft2 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 ft2 0
0 0.8
5
W Exterior
Concrete Block - Int Insul
4.1
316.31 ft2 0
0 0.8
6
S Exterior
Face Brick - Wood
11
204 ft2 0
0.25 0.8
------- i
5/5/2010 8:45 PM I EnergyGauge@ USA - FlaRes2008 Page 2 of 5
DOORS
#
Ornt
Door Type
Storms U-Value
Area
1
E
Wood
None 0.6
21 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
V #
Ornt Frame
Overhang
Panes NFRC U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
I
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 ft2 10 ft 0 in 0 ft 6 in
No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS �006
None
None
None
None
None
None
INFILTRATION & VENTING
Method
---- Forced Ventilation ---- Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Watts
Default
0.00036 1370
7.08 75.2 141.5 0 cfm 0 cfm
0
0
GARAGE
V #
Floor Area
Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
382.8 ft2
382.8 ft2
64,ft 8 ft
(invalid)
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow SHR
Ducts
1
Central Unit
None
SEER: 14 30 kBtu/hr cfm
0.7
sys#1
HEATING SYSTEM
V #
System Type
Subtype
Efficiency Capacity Ducts
1
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
IV #
System Type
EF Cap Use SetPnt
Conservation
Electric
0.9 40 gal 50 gal 120 deg
None
SOLAR HOT WATER SYSTEM
,V FSEC
Cert #
Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None
None
ft2
5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5
DUCTS
-
- ---- Supply ----
---- Return ----
Air
Percent
V, # Location R-Value Area
Location
Area
Leakage Type
Handier
CFM
25
Leakage
QN
RLF_
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Coolln n
Heatngg �XXJ JJ a' n
Xj FF:b
�X
JXXJ M
r
M:r
JXXJ
Apr
Apr
Ma y
May
IM
Jun
IXXI Jun
IX Jul
XI J
IXXI A
Aug
jXXj SS:p
Oct
JXXJ Oct
JXX Nov
Nov
JXXJ D
D:c
Venting X Jan
X Feb
X Mar
X Apr
x Ma y
X Jun
X Jul
X Aug
X Sep
x Oct
XXI 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,
80
80
80
80
PM
80
80
78
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
5/5/2010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 4 of 5
FORM 1100A�-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
IADDRESS: PERMIT
FORT PIERCE, FL, 34983
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 cfm/sq.ft. window area; .5 cfmlsq.ft. door area.
Exterior & Adjacent Walls
N1106.AB.I.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
op plate.
Floors
N I 106.AB. 1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N 1 106.AB. 1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
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" from
' ' u
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi-stwy Houses
N 11 06.AB. 1. 2.5
Air barrier on perimeter o - f floor cavity between floors.
JJ
Additional Infiltration reqts
N 1 106.AB. 1.3
Exhaust fans vented to outdoors, dampers; combustion space
I
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1 1 12.AB.3
Comply with efficiency requirements in Table N1 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N 11 12.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N 111 2.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distributioi ii IM .�N
111 O.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N1102.13.1.1
sides. Common ceiling & floors R-1 1.
5/512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX*775
The lower the EnergyPerformance Index, the more efficient the home.
FORT PIERCE, FL, 34983
1 . 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 (fl:2)
7..Windows** Description
a. U-Factor: SgI, default
SHGC: Tinted, default
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
e. U-Factor: N/A
- SHGC:
8. FloorTypes
a. Slab -On -Grade Edge Insulation
-b. N/A
c. N/A
New (From Plans)
Single-family
1
2
No
1451
Area
134.58 f12
f12
ft2
ft2
f12
Insulation Area
R=0.0 1451.30 ft2
R= ft2
R= ft2
9. Wall Types
Insulatior
a. Concrete Block - Int Insul, Exterior
R=4.1
b. Face Brick - Wood, Exterior
R=1 1.0
c. N/A
R=
d. N/A
R=
10. Ceiling Types
Insulation
a. Under Attic (Vented)
R=30.0
b. N/A
R=
c. N/A
R=
11. Ducts
a. Sup: Attic Ret: Attic AH: Attic Sup.
R= 6, 75 ft2
12. Cooling systems
Area
1318.80 f12
204.00 ft2
ft2
f12
Area
1452.00 ft2
f12
f12
a. Central Unit Cap: 30.0 kBtu/hr
SEER: 14
13. Heating systems
a. Electric Heat Pump Cap: 30.0 kBtu/hr
I HSPF: 8.2
14. Hot water systems
a. Electric Cap: 40 gallons
EF: 0.9
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Effici cy Code for Building
i
i� be
Construction through the above energy saving features which . be installed (or exceeded)
I
in ttTis home before final inspection. Oth?Zwise, a new EP isplay Card will be completed
based on installed Code compliaw-aafu'As.
Builder Signature:
Address of New Home:
Date:
City/Fl- Zip'.---�\_
0
'e�f%E S
P
WE
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your,index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge(D USA - FlaRes2008
Pstat
wrightsoft- Project Summary Job:
Date: APRII-28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: cornfortcontrolofsIc.corn
FORT PIERCE, FL 34983
Notes:
�,Y
WM-
-r-go
0-6-1sidid W i 14,110-101171116OWN
Weather:
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Structure
17945
Btuh
Ducts
2467
Btuh
Central vent (31 cfm)
969
Btuh
Humidification
0
Btuh
Pipigg
0
Btuh
Equipment load
21381
Btuh
Infiltration
Fort Pierce, FL, US
Method Simplified
Construction quality Average
Fireplaces 0
Area (ft2 Heating Cooling
)lt3) 1452 1452
Volume � 12652 12652
Air changes/hour 0.45 0.23
Equiv. AVF (cfm) 95 49
Heating Equipment Summary
Make
Trade
Model
ARI ref no.
Carrier
BASE 13 PURON HP
25HBB330
3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
OF
1000
cfm
0.049
cfm/Btuh
0
in H20
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TD
15
OF
Daily range
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
21000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
cfm
Air flow factor
0.046
cfm/Btuh
Static pressure
0
in H20
Load sensible heat
ratio 0.81
Printout certified by ACCA to meet all requirements of Manual J 8th Ed
Right-SuiteO Universal 7.1.16 RSU05864
2010-May-05 20:35:12
.�ICCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page I
Load Short Form Job:
Date: APRIL 28, 2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLG, 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
Htg Cig Infiltration
Outside db (OF) 42 90 Method Simplified
Inside db (OF) 70 75 Construction quality Average
Design TD (OF) 28 15 Fireplaces 0
Daily range - L
Inside humidity 1(%) 30 50
Moisture difference (gr/lb) 1 61
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 -11.5EER, 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
ftAAQ-rC:0 I A%/
1: r_1
nnc!
")r%c)
A
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
'9 . 2�- Right-SuiteS Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page I
Entire House P
1451
20412
21734
1000
1000
Other equip loads
969
519
Equip. @ 0.95 RSM
21141
Latent cooling
5144
-rn-rA I C
4 A C-4
1)41304
nr_�n 0 C
4 nAn
A
I �tl) 1 4 IOU I e-ulcul.) I ULJU .1 UUU
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteQD Universal 7.1.16 RSU05864 2010-May-05 2D:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJB Orientation = E Page 2
wrig,hisoft, Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
I Room name
Entire House
FOYER
2 Exposed wall
151.5 ft
6.0 ft
3 Ceiling height
8.7 ft p
8. 0 ft heat/cool
4
Room dimensions
6.0 x 10.0 ft
5
Room area
1451.3 ft2
60.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft�
Load
Area (ftl Load
number
Btuh/112�-*F)
(Btuh1ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft) (Bt h)
Heat
Cool
G ross
NIP/S
Heat Cool
G ross
N/P/S Heat
Cool
6
T__G
12C-0sw
0.091
n
2.55
2.18
487
448
1141 978
0
0 0
0
A-rlob
1.080
n
30.24
23.54
40
0
1197 932
0
0 0
0
21-Osw
0.091
e
2.55
2.18
148
107
273 234
48
27 69
59
1 A-r1ob
1.080
e
30.24
26.27
20
18
605 525
0
0 0
0
11
'I
lio
0.600
e
16.80
17.40
21
21
353 365
21
21 353
365
W.
L-G
12C-Osw
0.091
s
2.55
2.18
301
296
752 644
0
0 0
0
1A-,lom
1.270
s
35.56
26.39
6
6
213 158
0
0 0
a
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
E2
IA-rlomd
1.270
w
35.56
26.39
39
39
1387 1029
0
0 0
0
1 D-c2ow
0.570
w
15.96
59.58
30
2
479 1788
0
0 0
0
R
L--D
1213-0bw
0.097
-
2.72
0.85
204
188
510 160
80
80 217
68
11DO
0.390
n
10.92
11.31
16
16
177 184
0
0 0
0
C
16B-30ad
0.032
0.90
1.68
1395
1395
1250 2344
60
60 54
101
C
16C-1 gal
0.049
1.37
2.08
56
56
77 117
0
0 0
0
F
22A-tph
1.358
38.02
0.00
1451
152
5761 0
60
6 228
0
6
c) AED excursion
3063
-2
Envelope loss/gain
15025 13201
921
592
12
a) Infiltration
2920 800
107
29
b) Room ventilation
0 0
0
0
13
Internal gains: Occupants 230
4
920
0
0
Appliances @ 1200
3
3600
0
0
Subtotal (lines 6 to 13)
1
17945 165211
1027
621
Less external load
0 0
0
0
Less transfer
0 0
0
0
Redistribution
0 0
0
0
14
Subtotal
17945 18521
1027
621
15
Duct loads
14%
18%
2467 3214
12%
14% 125
87
Total room load
20412 21734
1153
708
Air required (cfm)
1000 1000
561
33
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
i4p�: - 2010-May-05 20:35:12
4-0- Right -Suite@) Universal 7.1.16 RSU05864
E:NWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page I
Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FIL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontro(ofsIc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1 Room name
GIRT RIVI/DINING
LAUNDRY
2 Exposed wall
46. 5 ft
6.5 ft
3 Ceiling height
M ft heat/cool
8.0 ft heat/cool
4 Room dimensions
1.0 x 509.0 ft
7.0 x 6.5 ft
5 Room area
509.0 ft'
45.5 ft2
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
m r
Fn.
(Btuh/ft2-*F)
(Btuh/ft2)
or perimeter (ft)
(13tuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W.
L-G
112C-0sw
0.091
n
2.55
2.18
260
220
561
481
0
0
0
0
1A-rlob
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-D
1A-rlob
1.080
e
30.24
26.27
Q
0
0
0
0
0
0
0
1,11
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
52
52
132
114
1A-rlom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
w
12C-Osw
0.091
w
2.55
2.18
196
157
400
343
0
0
0
0
Ej
1A-rlomd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
P
L--D
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
56
40
108
34
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
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
1
0
1
1200
Subtotal (lines 6 to 13)
6780
6224
821
1634
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
6780
6224
821
1634
15 .
Duct loads
12%
14%
827,
873
12%
14%
10D.
229
Total room load
1
76081
7096
921
1864
Air required (cfm)
373
326
451
86
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 2
11- wrightsoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1
1501 SE BILTIVIORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort cont rolofs Ic. com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1 Room name
KITCHEN MS BATH
2 Exposed wall
0 ft 7.5 ft
3 Ceiling height
8. 0 ft heat/cool 8. 0 ft heat/cool
4
Room dimensions
1.0 x 150.0 ft 7.0 x 7.5 ft
5
Room area
150.0 W 52.5 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load Area (ft2)
Load
number
(Btuh/ft2_ 'F)
(Btuh1ft2)
or perimeter (ft)
(Btuh) or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool Gross
N/P/S
Heat
Cool
6
T__G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0 0
0
0
0
1A-r1ob
1.080
n
30.24
23.54
0
0
0
0 0
0
0
0
' 2C-Osw
0.091
e
2.55
2.18
0
0
0
0 0
0
0
0
A-rlob
1.080
e
30,24
26.27
0
0
0
0 0
0
0
0
111jo
0.600
e
16.80
17.40
0
0
0
0 0
0
0
0
.11
W.
L-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0 60
54
138
118
Wrlonn
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
2.16
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
G
I D-c2ow
0.570
w
15.96
59.58
0
0
0
0 0
0
0
0
R
L--D
12B-Obw
0.097
-
2.72
0.85
68
68
185
58 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
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
35
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0 0
0
Appliances @ 1200
2
2400 0
0
Subtotal (lines 6 to 13)
319
2702
816
431
Less extemal 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
34871
1011
577
Air required (cfm)
91
160
50i
271
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
AO& E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 3
+ wrig'h'isoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort cont rolofs Ic. com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1 Room name
IVIS CLOSET
IVIS BDRIVI
2 Exposed wall
0 ft
39.5 ft
3 Ceiling height
8.0 ft heat/cool
8.5 ft heat/cool
4
Room dimensions
7.0 x 10.0 ft
14.0 x 18.0 ft
5
Room area
70.0 ft2
252.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (ft�
Load
number
(Btuh/ft;k-*F)
(Btuh/ft)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross N/P/S
Heat
Cool
G ross
N/PIS
Heat
Cool
6
W.
L-G
12C-Osw
0.091
n
2.55
2.18
0 0
0
0
64
64
162
139
1A-,1ob
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
I -1
1A-r1ob
1.080
a
30.24
26.27
0 0
0
0
0
0
0
0
1"I
D
11jo
0.600
e
16.80
17.40
0 0
0
0
0
0
0
0
12C-Osw
0.091
s
2.55
2.18
0 0
0
0
153
153
390
334
1A-r1om
1.270
s
35.56
26.39
0 0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0 0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0 0
0
0
119
89
227
194
Ij
1A-r1omd
1.270
w
35.56
26.39
0 0
0
0
0
0
0
0
1 D-c2ow,
0.570
w
15.96
69.58
0 0
0
0
30
2
479
1788
R
L--D
1213-0bw
0.097
-
2.72
0.85
0 0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0 0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
70 70
63
118
252
252
226
423
C
16C-19al
0.049
1.37
2.08
0 0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
70 0
0
0
252
40
1502
0
6
c) AED excursion
0
1158
Envelope loss/gain
63
117
2986
4037
12
a) Infiltration
0
0
745
204
b) Room ventilation
0
0
0
0
13
1 nternal gains: Occupants @ 230
0
0
2
460
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
63
117
3731
4701
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
63
117
3731
4701
15
Duct loads 1
24% 34%
15,
40 1
12%
14%
455
659
Total room load
I
1 1
78
157
4186
5,360
Air required (cfm)
4
7
2051
247
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SulteQD Universal 7.1.16 RSU051364 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNN ECARLETON PER F61. rrp Calc = MJ8 Orientation = E Page 4
+ Wrightsoft, Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1 Room name
HALL
BATH
2 Exposed wall
0 ft
5.0 ft
3 Ceiling height
8.0 ft heat/cool
S. 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/W�-'F)
(Btuh/ft2)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6 W.
L-G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
87
1A-,lob
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-D
1A-rlob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
it
lijo
0.600
e ,
16.80
17.40
0
0
0
0
0
0
0
0
T-G
1 2C-Osw
0091
s
2.55
2.18
0
0
0
0
0
0
0
0
Wrlom
1*.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
EjG
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
0
0
0
0
0
0
0
0
L-D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
18
is
16
29
45
45
40
76
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
1
22A-tph
1.358
38.02
0.00
18
0
0
0
45
5
190
0
6 c) AED excursion
0
-1
Envelope losstgain
16
29
332
162
12 a) I nfiltration
0
0
69
24
b) Room ventilation
0
0
0
0
13 Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
16
29
421
187
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14 Subtotal
16
29
421
187
15 Duct loads
24%
34%
4
10
24%
34%
100
63
Total room load j
191
39
5211
250]
Air required (cfm)
1
2
26
Printout certified by ACCA to rrl�et all requirements of Manual J 8th Ed.
Right -Suite@) Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wr,ghtsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation E Page 5
Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BI LTIVI ORE ST., PORT ST. LU C I E, F L 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
2
Room name
Exposed wall
BDRIA 2
MASTER LAV
3
Ceiling height
32.5 ft
8.0 ft heat/cool
8. 0 ft
8.0 ft heat/cool
4
Room dimensions
12.5 x 15.5 ft
7.0 x 8.0 ft
5
Room area
193.8 ft2
56.0 ft2
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (ft�
Load
number
(Btuh/ft2.-'F)
(13t /ft.)
I or perimeter (ft)
(13t h)
I or perimeter (ft)
(Btuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
G ro.s
FN/P/S
Heat
Cool
6
Wr---G
12C-Osw
0.091
n
2.55
2.18
124
124
316
271
0
0
0 0
1A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0
0 0
W,
12C-Osw
0.091
e
2.55
2.18
100
80
204
175
0
0 0
0
--'-
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0 0
0
D
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0 0
0
T-G
12C-Osw
0.091
s
2.55
2.18
36
36
92
79
0
0 0
0
1A-r1om
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
64
64
224
142
W
12C-Osw
0.091
W
2.55
2.18
0
0
0
0
0
0
0
0
EGG
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
L-D
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
194
194
174
326
0
0
0
0
C
16C-19al
0.049
1.37
2.08
0
0
0
0
56
56
77
117
F
22A-tph
1.358
38.02
0.00
194
33
1236
0
56
8
304
0
6
c) AED excursion
45
-1
Envelope loss/gain
2626
1420
605
258
12
a) Infiltration
577
158
142
39
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
01
0
1
0
Subtotal (lines 6 to 13)
3203
1578
747
297
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
15
S ubtotal
Duct loads
3203
1578
747
297
12%
14%
391,
221
24%
34%
178,
1
Total room load
3594
17991
922
r 398
Air required (cfm)
1761
83
4
18
Printout certified by ACCA to meet all reguirements of Manual J 8th Ed.
Right-SuiteO Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrghtsoft HVAC\Wynne Corp\WYNNECAkLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 6
MiTek
POWERTO PERFORM." Ct
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:
Add ress: 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/rFP12002 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 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
� Seal#
Truss Name
I Date
N:o:]
Seal#
ne
I Date
11
IT3809484
I A5
17/16/010
118
IT3809501
1KJ8
1 7/16/0J0
12
IT3809485
I A6
17/16/010
13
IT3809486
I A7
17/16/010
J4
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
JJI
17/16/010
110
IT3809493
JJ2
17/16/010
ill
IT3809494
JJ3
17/16/010
112 IT3809495
JJ4
17/16/010
113 IT3809496
IJ5
17/16/010
114 IT3809497
JA
17/16/010
115 IT3809498
JR
17/16/0101
116 IT3809499
JJ8
17/16/0101
117 IT3809500
I
R 17/16/0101
The truss drawing(s) referenced above have been prepared by MiTek
'Industries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
-Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2011.
NOTE: The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
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.
IsS A. qZ
0 E N
0
STATE OF IIJ
0.
,00
0 R -*C,>\
FL Cert. 6634
July 16,2010
Albani, Thomas 1 of 1
Job
Trus
Truss Type
Qty
Ply
Grand Carlton
T3809484
M1.1301
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:30 2010 Page
7-8-5 106-4 17-0-0 4-1
LI.TB
26-4-0 34-0-0
7-8-5
11 H00- 2-�-15 6-5-12
5-11-8 7-8-0 1 -_00U3
Scale 1:61.3
4. 00 F1 _2 5x8 M1120=
2x3 M1120 11 6 2x3 M 1120 11
US M1120—_ 7
3x6 IV[1120z�-
2x3 M1120zz 5
4
8 3x4 IVIII20--
3
9
U) 2 14
10
;i 7x10 M1120= 15
6 16
3XIO IVIIIM� 13
12 3X6 M1120--
2.00 F1 _2 5x10 M1120= 2x3 M 1120 11
10-6-4 20-4-8
-4-0 34-0-0
10-6-4 9-10-4 1
52611.5 7-8-0
Plate Offsets (X,Y): [2:0-3-11,0-1-81, r10:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(too) I/def] Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.73
Vert(LL) 0.73
14 >544 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Veri(TL) -1.44
13-14 >277 240
BOLL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.45
10 n/a n1a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 154 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 2-4-3 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
1 Row at micipt 6-14
6-14: 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
[installation
guide.
REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max Uplift2=-858(LC 3), 10=-858(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368,
9-1 0=-3169/1750
BOTCHORD 2-14=-2965/5275, 13-114=-1 0 13/2184, 12-13=- 1531/2933, 10-12=- 1531/2933
WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1 827/3309, 6-13=-3421543, 9-13=-664/551,
9-12=0/252
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C: enclosed; MWFRS (low-rise); Lumber
gust);
......
DOL=1.33 plate grip DOL--11.33
'� o
'Zz .*.�G E N
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
%%
. A�
45 * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
between the bottom BCDL I
..'
3-6-0 tall by 2-0-0 wide will fe
0 3 9 3 8
chord and any other members, with = O.Opsf.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI I angle to grain formula. Building designer
should vedfy capacity9f
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=858—_
10=858.
ATE
LOAD CASE(S) Standard
All
0
R
/ON
M-110-11%
100111111111
FL Cert. 6634
July 16,201 `1
WARN7]VG - V�H JIM '0 BEF RG
.fti d-1g. _dRPA NOTFS ON THIS AAID INCLUDED WZEKREPEREWE PAGE 1-7473—.10- 8 0 USE.
Design valid for use only with MITek connectors. 1his design Is based only upon parameters shown, and Is for an Individual building component.
impIcability of design paromenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
r1lateral suppodof individual web members only. Additional temporary bracing to Insure stability during construction Is the responsUllity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
— — I --
fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI] Quality Criteria. DSB-89 and BCS1 Building Component
6904 Parke East Blvd,
S.f.ty Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
City
Ply
Grand Carlton
T3809485
VIV301
A6
SPECIAL
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MITek Industries, Inc. Fri Jul 16 14:47:31 2010 Page
8-11-11 0 4-8�
til-100-3 9- !Lt
26-4-0 34-0-0 115-o-Q
1 '50-0
.6 4-0.0 1-4_8
5-11-8 7-8-0 'i -0-d
Scale 1:62.6
4. 00 F1_2 5x10 M1120-- 5x6 M1120--
5 6
2x3 IV!112V�
3x6 IVII]20��
3x4 IVIII20zZ-
4
3X6 IV11120Z�-
3
7
8
2 14
9
6X8 M1120= 13
10 t2
ich
3XIO IV11120=� 3x4 M1120zz 12
11 SX6 M1120-- 6
2. 00 F1 _2 5x6 M1120=
2x3 IV11120 11
10-6-4 2G-4-8
14 0—;
26-4-0 34-0-0
10-6-4 E0 5-4-8
5_1 J., 7-8-0—
Plate Offsets (X,Y): [2:0-4-4,Edgel, [5:0-5-0.0-2-01, fg:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.97
Vert(LL) 0.69
2-14 >580 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.23
2-14 >324 240
BOLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.41
9 n/a n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 152 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WE . BS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-138(LC 6)
Max Uplift2=-875(LC 3), 9=-875(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-4=-5228/3137, 4-5=-489912898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/181 1
BOTCHORD 2-14=-2964/4955,13-14=-1329/2512,12-13=-1 107/2171, 11-12=-1587/2829,
9-11=-1587/2829
WEBS 4-14=-369/478, 5-14=-1 55712665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp Q enclosed;
MWFRS (low-rise); Lumber
A.
DOL=11.33 plate grip DOL=1.33
NS 44 le4p
3) Provide adequate drainage to prevent water poncling.
4) This has been
- * '- 46�
NX, -�GEN,q
truss designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
E� * 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 fiL%
between the bottom
ft 3938 0
chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity.;f
bearing surface.
T) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2--875-
9=875.
AT
LOAD CASE(S) Standard
%
/ON
,"Im
FL Cert. 6634
July 16,201 C
A WARAUAIG- WHb d-lgp�amet� �d READ NOTES ON INISAAMMCLUDFL)DRTEKREFERENCE PAGE ld71-7473 rev. 10-'08 BEFORE USE,
—0
Design valld for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
.�pglcabillty of design param enters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
f lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
PATek
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 ANSIj7PI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314.
Tampa, FL 33610-4116
Job
Truss
Truss ype
Qty
Ply
Grand Carlton
T3809486
M11301
A7
SPECIAL
1
�
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:33 2010 Page
-
B-11-9 3 00 '21-0-0
�11_001 14.03
L 4-0 34-0-0
8-11-9 _ I i
8-0-0
_$5-M
1-�4_ 7-8-0
Scale= 1:62.6
4xS MIIM�
4x8 V!1120z:z�
4. 00 rl _2 4 5
2X3 M11201Z�-
3
3X4 M1120--
2
7
8
7x8 M1120=
Ich
6
3XI 0 MI 120=: 10
9 3x6 IV11120--
2. 00 F1 2— 5x12 M1120=
2X3 M 1120 11
10-6-4 20-4-8
34-0-0
25 �1: 0i
10-6-4 i, io 7-4-8
7-8-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, r7:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS11
DEFIL in
(loc) I/deff Ud
PLATES GRIP
TCLIL 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(rL) -1.13
10-11 >355 240
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL) 0.41
7 n/a n/a
BCDL 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 ceiling 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 (b) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown.
TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006,4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827
BOTCHORD 2-11=-3012/5002,10-11=-1821/3184,9-10=-1601/2801,7-9=-1601/2801
WEBS 3-11 =-284/421, 4-11 =- 1309/2342, 4-1 0=- 1032/675, 5-1 0=- 116/454, 6-1 0=-617/51 0,
6-9=0/255
NOTES
1) Unbalanced roof live loads have been considered for this design.
t%tiIIIIIII11111
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-_11.33 plate gflp DOL=11.33
ONS..A....,qZ �,
J#
3) Provide adequate drainage to prevent water ponding.
46�
0
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
IV 4�' %
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit%
between the bottom chord and any other members. . . N-6 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP] 1 angle to grain formula. Building designer should veirify capacityjif
bearing surface.
?)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=890= -cc
'Xj
7=889.
vo
ATE
lo
LOAD CASE(S) Standard
All
oo
OR %
ONA
'18111111% 1
FL Cert. 6634
July 16, 01
AWARAl7NG-V-ikd-1g.pt��dREA NOTLISONTYIISAATD.WCLUDEDD97EKRP
-FRIZENCE PAGE M-7473 10-USBEFORBUSE.
Design valid for use only with MITek connectors. This design Is based only upon parameters showrL and Is for an individual building component.
Applicability of design pararnenters, and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
-is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rIP11 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, FIL 33610-4115
Job
T uss
Truss ype
y
y
rand Carlton
T3809487
M11301
AB
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
8-11-9
1-0- 100 5
12_.�3_
�-
�T 1 300 �1 3 -G-0
�11-4
0 8-11-9
�41
4. 8 7�_, 0 - 13 1-00
Scale 1:62.6
5x6 M1120=
3x4 M1120= 2x3MI12011 5x10IVIII20Z::�
4. 00 ri _2
2x3 M]120,Z�, 4 5
6 7
3
2x3 M1120,�,7
8
2
13
9
10
6 7x'31M'120=
6
3X10 IVIII20==
12 11 3X6 lV11120--
2.00 [1-2
5x12 M1120= 3x4 M1120=
10-6-4 20-4-8
34-0-0
10-6-4 9-10-4
1 .�0-0
11-0-0
Plate Offsets (X,Y): 12:0-4-4_Edgel, 17:0-5-0.0-2-01, [9:0-3-14.0-1-81
LOADING (psf)
SPACING 2-0-0
CS11
DEFL in (loc) I/defl Ud
PLATES GRIP
TOLL 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
BCLL 0.0
Rep Stress Incr YES
WEI 0.68
Horz(TL) 0.42 9 n/a. n/a
BCDIL 10.0
Code FBC2007/TPI2002
(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 Harz 2=- 1 07(LC 6)
Max Uplift2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741,
6-7=-2687/1741,
7-8=-2623/1654, 8-9�-2960/1878
BOTCHORD 2-13=-3086/5036,12-13=-2118/3556,11-12=-1324/2454, 9-1 Im-1648/2750
WEBS 3-13=-357/484,4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505,
7-11 =-246/432, 8-11 =-402/435
NOTES
1) Unbalanced roof live loads have been considered for this design.
tt%J11111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft;
Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
A,
DOL=1.33 plate grip DOL=11.33
........
3) Provide adequate drainage to prevent water ponding. 0
4) This truss has been designed for 10.0 bottom live load live loads. . \G E Ns
a psf chord nonconcurrent
with any other ,N %
A�
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
N-6 3938
between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain
formula. Building designer should verify capacitytf
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2--902--
9=902.
ATE 411
LOAD CASE(S) Standard
Al
e
&/ONA\-
%
FL Cert. 6634
July 16,201
AWA1WM-V-4fijd�ig.p..ot.—dRPA NOTFS ON77USAND INCLUDED AffTE11CREFFRENCEPAGEMI-7473 — 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
NO,
Applicability of design paramenters and proper incorporaflon 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 pen-nanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FIL 33610-4115
Job
russ
Truss ype
City
Ply
Grand Carlt n
T3809488
M11301
A9
SPECIAL
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:35 2010 F.—ge
�11100_9 9-0-0 15-8-4 4�8
5-0 34-0-0 5-0-
T
9-0-0 6-8-4 1 58
9-0-0 1 _04
Scale 1:62.6
7x10 MIIISH-�--
4. 00 F1 _2 3x6 M1120= 2x3 M 1120 11
7x10 MII18HZ--
3 4
6
2
1MII18H--=
7 8
7x14
Ch
6
SX10 M1120:;: 10
9 3x6 M1120--
2. 00 rl _2 5x12 M1118H=
2x3 M 1120 11
10-6-4 20-4-8 34-0-0
�0_0
�2_ii_ L2_0
10-6-4 9-10-4 I
9-0-0
Plate Offsets MY): [2:0-4-4_Edgel, [3:0-5-0,0-2-01, [6:0-5-0,0-2-01, [7-:0-3-14,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.80
Vert(ILL) 0.93
10-11 >431 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.56
10-11 >256 240
M1118H 195/188
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
TOP CHORD 2 X 4 SYP M 30 'Except' TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
1-3: 2 X 4 SYP M 31 BOTCHORD
Rigid coiling 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 UpIift2=-912(LC 3), 7=-912(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5295/3305,3-4=-6342/3918,4-5=-3259/2104,5-6=-3259/2104,6-7=-2964/1856
BOTCHORD 2-11=-3095/5007110-11=-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
I
3) Provide adequate drainage to prevent water poncling.
ttttV%j1
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.
* \GEN&*.�d
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should ve irify capacity 0 6 39380
beauring surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=912=
- 7=912.
.f,x �
r 411
LOAD CASE(S) Standard
A,
R ID
FL ert. 6634
July 16,201
A WARNING'- V-ifijdesignpara-d� —dREADNOTESOM THIS APM INCLUDED MYRICREPPMENCE PAGE ICI-7473 10-MBEFORE USE.
Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
-is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Critefla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tnw Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
Qty
Ply
Grand Cart: n
T3809489
M11301
A
COMMON
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Ff. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:28 2010 Page
-0
12-4-13 70 21-7-3
FiL10-19 �6-7.132
27-4-3
5-9-0 4 _3 4-7-3
0
5-9-0 M�30 11-0-0
Scale= 1:59.4
4. 00 F1 _2 05 M1120=
6 19
2x3 M 1120 11 is
2x3 M 1120 11
3X6 IVIII2075�
7 3x6 M1120--
3x4 IVIII20::� 4
8 31 M1120--
3
9
2 -
10 11
FE
144
111 lc�
16 15 20 21 14 13 C5
3x8 M1120= 17 12 3X8 M1120=
2x3 M 1120 11 4x6 IVIII2O= 3x8 M1120= 3X8 M1120= US IV11120= 2x3 M1120 11
6 -7-1 12-4-13 21-7-3
2
L7 4-3 34-0-0
_I i i
6.-7 3 5-9-0 9-2-7
i '_�o 6-7-13
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(too) I/defi Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TC OA1
Vert(LL) -0.38
14-15 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.70
Vert(TL) -0.82
14-15 >486 240
BCLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16
10 ti/a n1a
B6DL 10.0
Code FBC2007ITP]2002
(Matrix)
Weight: 163 Ilb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 5-5-13 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0
Max Horz2=-154(LC 6)
Max Uplift2=-880(LC 3), 10=-880(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=-2844/1509,
9-1 0=-3400/1848
BOTCHORD 2-17=- 1743/3154, 15-17=- 1743/3154, 14-15=-937/2064, 12-14=- 1633/3154,
10-12=-1633/3154
WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328,
3-15=-560/477
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
DOL--11.33 DOL=1.33
tttJ111111111#11
MWFRS (low-rise); Lumber
plate grip
This
3) truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 1 O.Opsf.
-0 '393
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2--880 'N 8 0
10=880.
q) 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-G_—
and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
-ATE
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
4. 0 R
Uniform Loads (plf)
"ONM-
Vert: 1-6=-54, 6-11 =-54, 2-20=-20, 20-21 =-60, 10-21 =-20
Concentrated Loads (lb)
Vert: 18=-50(F) 19=-50(F)
FL Cert. 6634
July 16,201 11
WAMM- - V.-Ify dig. p...t. 7dREAD NOTES ONTHISAAID INCLUDED BUTEK REFERENCE PAGE M 7473 �. 10-'08 BEFOPB USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrL and is for an Individual building component.
Nil
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. Additfonal temporary bracing to Insure stability during construction is the responsibility of the
WOW
ere tor. Addifional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fob rication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sat ely Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, AJexandda, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
ly
Grand Carlton
T3809490
Ml 1.301
GRA
HIP
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page I
8-0-0 17-0-0 18 �2 ?.5-0-
-601 34-0-0
�11_0040 L31�
8-0-0 3�2-2
_110 5-11-0 6t -2 3-%2;4 8-0-0 11 _O_C?
(+) Top chord must be braced by end jankis, 1:61.2
roof diaphragm, or properly connected
4x5 MI 120 purlins as shown.
7X8 IVIII20=
7x12 M1120-- 6 17 6x12 M1120ZZ-
19
4 M MIN
4. 0 0 F1_2
3 120 182 21
M
to
22
1 2 - 23
c?
3X5 M1120= 29 28 1�� 25
27 26 24 3x5 MI 120
3X6 MI 120 7x8 IVIII20= 5X6 MI 120
3x5MI12011 6x8MI120= 3X6 M1120=
-1-0 18-6-0 26-0-0 34-0-0
0 1 1 1 1
0.02 7-5-0 7-6-0 8-0-0
Plate Offsets (X,Y): [2:0-2-4,0-1-81,[3:0-5-0,Edgel,[21:0-5-0,Edqel,122:0-2-4,0-1-81,[27:0-3-8,0-3-01
LOADING (psf)
SPACING 2-0-0
CS11
DEFIL in (loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.98
Vert(LL) 0.14 22-24 >999 360
M1120 249/190
TCIDL 7.0
Lumber Increase 1.25
BC 0.51
Vert(TL) -0.24 2-29 >533 240
BCEL 0.0
Rep Stress Incr NO
WB 0.72
Horz(rL) 0.03 22 n/a n/a
BCDIL 10.0
Code FBC2007frP[2002
(Matrix)
Weight: 194 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOTCHORD 2 X 4 SYP M 30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14
recommends that Stabilizers and required cross bracing
IMiTek
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0.
(Ilb) - Max Horz 2=-154(LC 6)
MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5),
26=-1697(LC4),22=-711(LC4)
MaxGrav All reactions 250 lb or less at joint(s) except 2--468(LC 7), 27=1805(LC 1),
26=2446(LO 1), 22=882(LO 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-524/345, 3-6=-51 Of774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100,
10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1 100, t%J1111111111,
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, A
9-11=-52/411, 11-14=-123/474,14-17=-45/344,17-19=-93/279
BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26-354/461,
\G E N
24-25=-354/461, 22-24=-1 144/1704
WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=482/421113-26=-832f7lo,
18-26=-1876/1617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 A6 39380
NOTES
1)'Unbalanced roof live loads have been considered for this design. Z�o %_\of-P
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 ATE
3) Provide adequate drainage to prevent water poncling. A,
4) All plates are 2x3 M1120 unless otherwise indicated. 0 R k
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 0 IN A%L
fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at ji
27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22.
8) Graphical puflin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 6634
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at
26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010 -
repponsibility of others.
WAPAUM - VeKfii d�ign jp��et� �d READ NOTES ON IWIS AM INCLUDED A= REFFJZEWB PAGE 1617473 r�. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component.
Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
'is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibIllity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
— - --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[FPII Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Aexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss ype
Qty
Ply
rand Carlt n
T3809491
MJ1301
GR13
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
-0 13-8-14 20-4-0 �T�0 34-0-0
Wo -1 77--N
11
6-8-14 6-7-2 6_'.0 7-0-0 0-0,
Scale 1:60.5
— 7x10 M1118W� 3x8 MI[20= 6x10 101120:z�
4.00 [12 US M1120= 2x3 M1120 11
3 16 17 18 4 5 19 20 6 21 2.2 23 7
2
0
3x6 IVIIIM� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3A M1120=
2x3 M1120 11 4x6 M1120= 3A M1120= 7)(8 M1120= 3x6 M1120= 2x3 M 1120 11
13-8-14 -0 27-0-0 34-0-0
21: 05
60 �4
.
B-8-14 2 6-8-0 7-0-0
Plate Offsets (X,Y): [2:0-3-1410-1-81, r3:0-5-0,0-2-9j, [4:0-3-8.0-1-81, [7:0-5-0,0-2-01
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.87
Vert(LL) 0.21 13-15 >999 360
M1120 249/190
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 n/a n/a
BCDL 10.0
Code FBC2007fTP12002
(Matrix)
Weight: 148 lb
LUMBER BRACING
TGP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at m idpt 4-12,7-12
MiTek 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 (115) or less except when shown.
TOPCHORD 2-3=-2998/1795,3-4=-2012/1299,4-6=-908/1583,6-7=-908/1584,7-8�--1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/97218-10=-464/934
WEBS 3-15=-1491784, 3-13=-862/552, 4-13=-82f779,4-12=-3806/2345, 6-12=-809/766,
7-12=-2675/1602,7-10=-1381762
NOTES
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; MWIFFIS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33 0
3) Provide adequate drainage to water \G E N
prevent poncling. 4�'
4) All plates are MT20 plates unless otherwise indicated.
I'M
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938
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 willr
between the bottom chord and any other members.
1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint:[?-,,6,-
and 459 lb uplift at joint 8.
44/
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0-,-, TE
115 lb down and 128 lb up at 9-0-12,115 lb down and 128 lb up at 11-0-12,115 lb down and 128 lb up at 13-0-12,115 lb down and 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 128.1b up at 20-11-4, Ile-'* 0 R k9
lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 lb down and 147 lb up at 27-0-0 on top chord, and ....... '
437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb A% -
4P
down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 1 It 1111100%
196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
FL Cert. 6634
LOAD CASE(S) Standard
July 16,201 Q
1 Co[Ltinued on page 2
AWARWM- V�fijdesigaparanzfI� �d READ NOTES ON rHISAIVDnVCLODF.DD97EKRF.FFJZENCE PAGE MI 7473 �. 10-US BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
Dal
Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not buss designer. Bracing shown
,is for lateral support of Individual web members only. Additional temporary bracing to insurestabilltycluring construction is the responsibillity of the
WOW
�to
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fob rication, quality control, storage, dellvery� erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Saf ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314.
Tampa, FL 33610-4115
M.1 1301 1GRB 1HIP
Chambers
7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:39 2010
COAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate Increase=1.25
.Uniform Loads (pill)
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20
- Concentrated Loads (lb)
Vert: 3=-106(B) 5=-1 15(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-1 15(B) 17=-1 15(B) 18=-1 15(B) 19=-1 15(B) 20=-1 15(B) 21-115(8) 22=-1 15(B) 23�11 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)
J*
G
N-6 93
MCC
:411
ATE
A,
R
t9
'f &/0
'01'll,10 N M-
1111111111
FL Cert. 6634 1
July 16,201
,& WARMNG- Verifij desigp�.f� �dPEADMOTES ON INIS AND INCLUDED MTEKREFERENCE PAGE MI-7473 �. 10-98BEPORP, USE.
Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
M11
Applicability of design param enters and proper incorporaltion of component Is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
. ... . . _Z.-
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
KI 1301 111 1 MONO TRUSS
Oty I Ply I Grand Carlton
101 111-N
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
3A M1120=
1-0-0
Scale= 1:6.21
LOADING (ps�
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007[rPI2002
CS1
TC 0.17
BC 0.03
WB 0.00
(Matrix)
DEFL in
Vert(LL) 0.00
Vert(TL) -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.
B@TCHORD 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 Uplift2=-190(LC 3)
Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2)
FORCES (lb) - Max. CompJMax. 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.
LOAD CASE(S) Standard
......... 46)
N&*
0
3938
MX
TE
%
0
FL Cert. 6634 _]
July 16,201
A WARNING - Verifii d�iqa paramat� �d READ NOTES ONTHIS AND INCLUDED MYEICREPRIZEAICE PAGE L171-7473 �. 10-'08 BEFORB USE.
Designvalld for use only with Mffek connectors. This design Isbased only upon parametersshown, and is foran Individual building component.
Applicability of design paramentersand proper Incorporation of component is responsibility ofbuild'ng designer - not#uss 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
ere r. Addifional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
— - 1--
fabn2tocilon, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
IJob
� M1 1301
5t-y
MONO TRUSS
Chambers Truss Inc.,
.1-0-0 2-0-0
1-0-0 2-0-0
3A M1120=
7.140 s Oct 1
17
Scale= 1:7.91
2-0-0
2-0-0
LOADING (pso
SPACING
2-0-0
CS]
DEFIL
in (loc)
Ildefl
Ud
PLATES GRIP
TOLL 20.0
Plates Increase
1.25
TC 0.17
Vert(LL)
-0.00 2
>999
360
M1120 249/190
TCDL 7.0
Lumber Increase
1.25
BC 0.06
Vert(TL)
-0.00 2-4
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00 3
n/a
n/a.
BODL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 8 lb
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max UpIift2=-165(LC 3), 3=-34(LC 4)
Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING
TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
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.
LOAD CASE(S) Standard
...........
0
3938
MCC Z
ATE 4U.Z
..0-. All 'Q1 '-
r %
C91
FL Cert. 6634
July 16,201
A WARAUNG- VeHfy designparmd� and RPA NOTES ON THIS AM IMChUDFD bff7EKRFFE1ZEWEPAGF M1.7473 r�. 10-'08 BEFORB USLI.
Design valid for use only with M17ek connectors. This design is based only upon parameters shown, and is for an individual building component.
ME
Mplicablity of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracingshown
r lateral support of individual web members only. Additional temporary bracing to Insure stability du6ng 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
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[rPI1 Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra VA 22314.
Tampa, FL 33610-4116
M1 1301
Truss
Qty I Ply I Grand Carlto—n
MONO TRUSS
Inc., Fort Pierce Fl. 34982
1-0-0 3-0-0
3X4 M1120=
7.140 s Oct 12009 MiTek I
Scale = 1
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007[rPI2002
CS1
TC 0.26
BC 0.11
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.00
Vert(TL) -0.01
Horz(TQ -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 11 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS (lb/size) 3--49/Mechanical, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max Uplfft3=-48(LC 4), 2=-204(LC 3)
Max Grav3-_46(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. ti,111111111111
5) Provide mechanical connection (by others) of truss to beaflng plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. A 1e.,
LOAD CASE(S) Standard
xx ENS*-. 1
39380
MCC
ATE
0 R
ON AI -
FL Cert. 6634
July 16,201
WAMM - Verifii d.19.p—..t— ..dRFAD NOTES ONTHISAND INGLUMD A1FTEKRPFFJZBNCE PAGE MY-7473 r�. 10-'08 BEFORE USE.
Design valid for use only with Mirek connectors. This design Isbased only upon parameters showrL and is for an Individual building component.
Ap - not truss designer. Bracing shown
, gicability of design paramenters and proper incorporation of component is responsibility of building designer
I lateral support of individual web members only. Additional temporary bracing to Insure stability during constructon 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
fobrlcatlon� quality control, storage, delivery, erection and bracing, consult ANSI[TPI] Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informallion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FIL 33610-4115
lJob
Type
IM11301 JJ4 I MONO TRUSS
34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:41 2010
-1-0-0 4-0-0
1-0-0 4-0-0
17
C?
3A M1120=
Soale= 1: 11.21
LOADING (psf)l
TOLL 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
TO 0.26
BC 0.21
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.01
Vert(TL) -0.02
Horz(TQ -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >999 240
3 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 14 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
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 Uplift3=-87(LC 3), 2=-215(LC 3)
Max Grav3=811 (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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. A
LOAD CASE(S) Standard
\G
39 8
14/ Z
rE
0
V r%
*"111111111W
FL Cert. 6634 1
July 16,2C
A WARNMG - VcHfy d�J�gn p�amef� =d READ NOTES OM THIS A MCLEIDED AHTEKREFERENCEPAGEM-7473 �. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. kiis design Is based only upon parameters showrL and is for an Individual building component.
Icabililly of design paromenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the 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, DSE-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tn-m Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job Truss Truss Type Qty PIV I Grand Carlton
I MI 1301 JJ5 I MONO TRUSS
Fort Pierce Fl. 34982
�1-0-0
U4 M1120=
7.140 s Oct 1
Scale= 1: 12.91
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP12002
CS1
TC 0.37
BC 0.34
WB 0.00
(Matrix)
DEFL . in
Vert(LL) -0.03
Vert(TL) -0.06
Horz(TL) -0.00
(loc) Well 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.
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=1 11 /Mechanical, 2=250/0-8-0, 4--45/Mechanical
Max Horz2=134(LC 3)
Max Uplift3=- 1 23(LC 3), 2=-231 (LC 3)
Max Grav3=1 11 (LC 1), 2=250(LC 1), 4=90(LC 2)
FORCES (lb) - Max. Cornp./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; MWFFIS (low-rise); Lumber
DOL=11.33 plate g6p DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint
2. %� p, A.
LOAD CASE(S) Standard
E N,9
39380
MCC
ATE
0
-.4.0 R
'0 N M-
FL Cert. 6634 1
July 16,201
A WARAUM - V.-Ify d,.1g. pr..t. dRFAD NOTES ON MIS AAID MCLUDED AffTFXREFERENCE PAGE 11HI 7473 tw. 10-'08 BEFORE USE
Designvolld for use only with MiTek connectors. This design isbased only upon parameters shown, and is foran Individual building component.
Sol
�PIcability of design paramentersand proper incorporation of component is responsibility ofbuilding designer - nottruss designer. Bracing shown
fprl lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity the
MiTek"
of
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informafion available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria VA 22314.
Tampa, FL 33610-4116
Job Truss Truss Type Cit Ply Grand Carlton
T3809497
Kit 1301 J6 MONO TRUSS 4 1 Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 a Oct 1 2009 M!Tek Industries, Inc. Fri Jul 16 14:47:42 2010 Page
-1-0-0 6-0-0
1-0-0 6-0-0
Scale = 1: 14.51
3x4 M1120=
LOADING (psf)
TCLIL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.60
BC 0.51
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.06
Vert(TL) -0.14
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >999 360
2-4 >476 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
recommends that Stabilizers and required cross bracing be
IMiTek
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical
Max Horz2=155(LC 3)
Max Up] ift3=-158(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LC 1), 4=110(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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint
2. -%% -&PS A.
LOAD CASE(S) Standard
I
'& 41 #1
\G
8
I'M— 39
r
/W
Al
.-40-
. ......... C1 1:k
/0 1, i:� %
F FL Cert. 6634 1
July 16,201
A WARAUNG- Veriftj d�ignpararnef—s �dRFAD NOTES ON MIS AND INCLUDED MYRKPEFERENCEPAGEMI-7473 �. 10-MAEFORBUSE.
Design valid for use only with Mi1ek connectors. This design Is based only upon parameters showrt and is for an Individual building component.
Applicability of design paramenters and proper incorporation of component Is responsibility of building designer- not trusscleslgner. Bracing shown
- is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
Mek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
-- -
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314.
Tampa, FL 33610-4115
Job Truss Truss Type Qty Ply � Grand Carlton T3809498
M11301 J7 MONO TRUSS 11 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
7-0-0
:11 � 00-00 1 7-0-0
Scale: 314'=I'
Sx4 M1120=
LOADING (psf)
TCLL 20.0
TCDL 7.0
QPLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007[rPI2002
CS1
TC 0.37
BC 0.71
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.11
Vert(TL) -0.27
Horz(TL) -0.00
(loc) I/def] Ud
2-4 >722 360
2-4 >289 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 23 lb
LUMBER
BRACING
TOPCHORD 2 X4 SYP M 30
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
60T CHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical
Max Horz2=176(LC 3)
Max Uplift3=- 191 (LC 3), 2=-267(LC 3)
Max Grav3=169(LC 1), 2=321 (LC 1), 4=130(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES
1) Wind: 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. o111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint
2. _tNS A 41
-LOAD CASE(S) Standard
..........
E N&
-,,Vj'6 3 9 3 8 0
Mx
ATE
.0 0
0
t9
ON
FL Cert. 6634 1
July 16,201
M
I&WAPAffM-Verind�igar�ann�t��dRPA NOMSONTHISANDIMLV]DED MTFXRF-PERENCEPAGEMI-7473 r�. 10-'08 REFORB USE
Design valid for use only with Mi7ek connectors. This design Is based only upon parameters shown. and is for an Individual building component.
ago
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
MiTek"
ere r. Addiflonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
�to
tab ncaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Cirlterla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Saf ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314.
Tampa, FL 33610-4115
Job Tru s Truss Type Oty Ply Grand Carlton
1�11 1301 �J8 s � MONO TRUSS �10
34982
i 8-0-0
�'--00--Oo 8-0-0
3X4 M1120=
7.140 a Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010
Scale= 1: 17.71
LOADING (psf)
TCLIL 20.0
TCDL 7.0
BOLL 0.0
BCDIL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.36
BC 0.28
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.14
Vert(TL) -0.35
Horz(TL) -0.00
(loc) I/defl Ud
2-4 >638 360
2-4 >255 240
3 n/a n/a.
PLATES GRIP
M1120 249/190
Weight: 26 lb
LUMBER
BRACING
TOP CHORD 2 X4 SYP M 31
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 31
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical
Max Horz2=197(LC 3)
Max Uplift3=-223(LC 3), 2=-286(LC 3)
Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-fise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. t%J1111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint
2. :%!* A. .11
. LOAD CASE(S) Standard
0
r%- 3938
T �/J Z.
-0
0 R
ONM-
FL Cert. 6634
July 16,201
A WARAUNG- Verlfiidmigaparawet� �dRBAD NOTES ON MIS Arm INCLODEDDIrTEKREPERENCE PAGE W1.7473 �. 1O-'0S BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not hw 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
erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding
MOW
fabricarflon, quality control, storage, delivery, erecton and bracing, consult ANSIfrPI1 Qualily 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, FIL 33610-4115
Job
Tru s
Truss Type
Oty
Ply
Grand Carlton
T3809500
M11301
KJ7
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 14:47:44 2010 Page
6-8-12
9-10-1
15-00 6-8-12
3-1-5
Scale 1:20.8
4
2.83 F1 _2
3X4 V!1120��
8
7
2
171
9 10
6 it 5
3A M1120=
2x3 M1120 11 3x4 M1120=
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)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TC 0.25
Vert(LL) -0.04
2-6 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.28
Vert(TL) -0.11
2-6 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.19
Horz(TL) 0.01
5 n/a n1a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc, purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed dudng 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=-757/366
SOT 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; MWIFIRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
tt%IIIIIIIII11111
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 o% r
A.
between the bottom chord and any other members.
..� 0 �,S
........
4) Refer to girder(s) for truss to truss connections.
A Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint
4, 405 lb uplift at joint 2 a
249 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 3938 0
down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15
1-6-1, 24 lb 1-6-1, 10 lb down 4-4-0, 10 lb down 4-4-0, 50 lb down lb down
on top chord, and 24 lb uPZt
bottom
up at at at and at 7-1-15, and 50
at 7-1 -15 on ch(=d.
The clesign/selection of such connection device(s) is the responsibility of others.
�* * �_\ —__ - MX
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=1.25, Plate Increase=1.25
0 R
Uniform Loads (plf)
Vert: 1-4=-54,2-5=-20
- . .
ON
Concentrated Loads (lb)
14111 1
Vert: 7=10(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, 13=19) 10=-10(F=-5, B=-5) 11=-50(F=-25, B=-25)
FL Cert. 6634
July 16,201
A WARAMG- V-ifiid-,'9nP�.t— ..d READ NOTES ON 2XIS AND INCLODEDANIRKREFFRENCE PAGE =1 7473 — 10-VSBEPORBUSR
Design valid for use only with MiTak connectors. This design Is based only upon parameters shown, and is for an Individual building component.
ME
Applicability of design param enters and proper incorporation of component Is respor,41allity 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
Mel("
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
— - I--
fobrlcaflor� 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 Inst"e, 781 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
y
ran ar on
T3809501
I'VI 11301
KJB
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:45 2010 Page
-111-5-00 7-3-4
11-3-0
7-3-4
3-11-12
Scale = 1:20.6
4
2.83 F1 _2
3A M1120--
3
2
7 6
3A M1120=
2X3 M1120 11 3x4 M1120= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.05
2-7 >999 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.34
Vert(TL) -0.14
2-7 >906 240
BCLL 0.0
Rep Stress Incr NO
WB 0.40
Horz(TL) 0.02
6 n/a n1a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 44 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 8-5-15 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical
Max Horz2=270(LC 3)
Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1118/560
BOT CHORD 2-7=-746/106016-7=-746/1060
WEBS 3-7=0/331, 3-6=-1 164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-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 ttj I I I I I I 11J,
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 229 lb uplift at joint 4, 373 to uplift at joint 2
\G E N
and318 lb uplift atjoint6.
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
6 393 0
393 0
1) Regular: Lumber Increase=1.25, Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-8=-54
Trapezoidal Loads (plf)
ATE
.0
Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, 13=49), 2=-2(F=g, B=9)-to-5=-56(F=-18' B=-18)
Q
0 R
FL Cert. 6634
July 16,201
A WARAUNG- V.Hfijd�lgpar%E� �d READ NO 7'ESOM7W]SAAEDINCLUDF-DWTF-KRF-PERE=B PAGE MI-7473 v�. 10208REPORS US&
Design valid for use only with MiTek connectors. This design Is based only upon parameters showrt and is for an Individual building component.
Iff
Applicablify of clesignparomenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
ere�tor. Addiflonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
- � '
fabncation, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4116
Symbols
PLATE LOCATION AND ORIENTATION
/�' Center plate on joint unless x, y
_13 offsets are indicated.
L:�] Dimensions are in ft-in-sixteenths.
L_Lj,��— Apply plates to both sides of truss
and fully embed teeth.
0-1/11.
For 4 x 2 orientation, locate
plates 0-11,9' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTelk 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
BEARING
0
CV-
0
0
R
Numbering System
6-4-8 dimensions shown in ft-in-sixteenfhs
(Drawings not to scale)
2
TOP CHORDS
3
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
]CC -ES Reports:
Indicated by symbol shown and/or ESR-1 311, ESR-1 352, ER-5243, 9604B,
by text in the bracing section of the 95-43, 96-31, 9667A
output. Use T, I or Eliminator bracing NER-487, NER-561
if indicated. 95110, 84-32, 96-67, ER-3907, 9432A
Indicates location where bearings
(supports) occur. Icons vary but
reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
In4talling & Bracing of Metal Plate
Con?iectecl Wood Trusses.
r)
a
0
0
0-
0
C 2006 MiTek(D All Rights Reserved
MiTek
POWER TO PERFORM."
MiTek Engineering Reierence Sheet: M11-7473 rev. 10-'08
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
I . Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative T, 1, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear fightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication,
9. Unless expressly noted, this design is not applicable for
use with fire retardant preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11, Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12, Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others,
16. Do not cut or alter truss member or plate without prior
approval of an engineer,
17. Install and load vertically unless Indicated otherwise,
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks, Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
9nd pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria,
TYFE�-Or SURVEY. -I
BOUNDARY
I PLOT PLAN
I
U/C
TIE IN
FINAL
TOPOGRAPHIC
COMPLETED ON:
B-31-10
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL 7 HUARTE WAY, OF THE
1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
UNRECORDED PLAT OF SPANISH LAK S
1�j
2.
SHOWN HEREON.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
PHASE 1, OF ST. LUCIE COUNTY,
L
FLORIDA.
LOCATED UNLESS OTHERWISE SHOWN.
"X",
3.
THIS SITE LIES WITHIN FLOOD ZONE ACCORDING TO
uj.
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO280 F, EFFECTIVE DATE MAY 4. 1989.
ABBREVIATIONS:
4.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
FFE = FINISHED FLOOR ELEVATION
I;j
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
R/W = RIGHT-OF-WAY
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
R = RADIUS OF CURVE
5.
BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
CENTERLINE OF HUARTE WAY HAVING AN ASSUMED BEARING
SF = SQUARE FOOT
OF EAST, ACCORDING TO THE UNRECORDED PLAT OF
A = DELTA OF CURVE
SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY,
FLORIDA
6.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER.
7.
THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE
OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY
LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY.
lid
PERMIT#: /007- o? g(.
EXISTING
89*56 07 E
113.03'
q)
fw
0
0
61.01' 7
0
0
C5
R
0
CD
AVERAGE TOP
0
C:
or�16.0;.�.
E00-',
OF FORMS 10.881
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OF &37-iAD
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All'-IbOVE EDGE
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OF PAVEMENT
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to
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47.04!
w 0
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b
4
6
89*58 11
112.96'
EXISTING
St. Lude co. FL
prove
.4p-
7 HUARTE WAY LAST FIELD DATE: 8-31-10
CERTIFIED TO:
SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. WYNNE BUILDING CORPORATION
DATE: 8-31-10 Surveying - Mapping - Consulting
619 SW Biltmore Street
CALE * 1 " —31
DATE - 8-31_
D W CJM
rRAWN:CJM Port St. Lucie, Florida 34983 1 hereby certify tha . t the sit I 014y shown'kre . ofi—i*--true and
JOB NO. Phone: (772) 340-7770 correct and is based -onactu6il nrmspprernents tdke'r, in the
field. This surve'y meets the WPIMLin Technical Standards
11 0 0.0� Fax: (772) 340-2250
0-0902 1-9#7280 of Chapter 6IG17 F.Iorida adininistrqti�q ;ode,
DATE: REV I S I DNS:
/ALEXANDW J. 'PIAZ7,K-,'01'
Professional '94rveyor &,-Mapper
FB/PG: I Florida Certificate No.: 6330