HomeMy WebLinkAbout144 Woodridge Trl 02-1333 Porch enclosure190:7kll lVo - ; w l
CONTRACTOR
ADDRESS
PHONE NUMBER
V %-
7 k (o' K 4
PROPERTY OWNER 1EM
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
a*
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT #I &n DATE zoo
PERMIT DESCRIPTION %
PERMIT VALUATION ok5ow
SQUARE FOOTAGE Lf%b
to
H
lTl
CITY OF SANFORD PERMIT APPLICATION ` D
a. 2
Permit'- o.• L, Date: 4
Job, -Address: AN W o D (D
Permit Type: -X Building CElectrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: /Ii LOG G O G % /' _D 5 f2&-6- A/ { 00&
Additional Information for Electrical & Plumbing Permits
Electrical: !4Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: RA-Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: Residential Commercial _ Industrial Total Sq Ftg: 4 a O Value of Work: 313/
Type of Construction: ICBM,Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.:
Owner/Ad( 0
Attach Proof of Ownership & Legal Description)
C_n --r P14 W o o D 21Oe
C4'O A)
l,fO O G1_614 T C Afk u e 1' —i1 A161 &MO /'G, ?5"Siace License Number: C C, Contact
Person: C15O ( L o tJ6-/? Phone &Fax Number: 40 Title
Holder (If other than Owner): Address:
Bonding
Company: Address: ,
Mortgage
Lender: Address:
0
Architect/
Engineer 4 ie &- Dd"S 1 & AJ 5 , 1U G Phone No.: go 7 Address:
99 5—a GL AV ER Cp g-, l4 O i / 1` r Fax No.: '!%OZ - 33-.
76 Application
is hereby made to obtain a permit to do the work and installations as 1nd ca ed. 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 standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR 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:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found
in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 0D.—
CL G Q s /, Signature
of Owner/Agent Date Print
caner/Agent's e yvy,
Si
store of Notary-Sta a of Date . USA
G Fl1RST My
COITI RI . t/zanis No.
CC a0177 wM
W JJ, .11 W I Owner/
Agent is Personally Known to Me Produced
ID SignatureKof
Contra Agent Date Leo
J. LoyG-' Print
Contractor/Agent's Name 6-
l6L o•
x,?e JO ANN M. JOHNSON MY
COMMISSION # CC 92180E EXPIRES:
March 23,2004 Bonc!,
d Thru tluago- lin!A,, Sarv._icos Contractor/
Agent is Person lly Known to Me or Vfoduced
ID Pc,D L 1 L_ Z,(. S 5-30 yqa-" b APPLICATION
APPROVED BY: Date: - z 3- -.-- Special
Conditions:
INIS 1NSIRUML-N1 PkEPAtt[D BY`:
NAME LEo L.Ot4-/' .cam VNOTICE OF COMMENCEMENT
Permit No. o T!L ' & t 0 H Tax Folio No
State of Florida
County of Seminole
V -1 9-- 3v -- 5-& S oopp -oaf
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of the property and eet address if available) 10' 4 3 . w 0 D
REeL& CrT' - OF S Al o D : 6— P6 ES , • -7 4 Xe gPm iAjccE
0
Z. Genp l description of improvement: ? C ' J C
1. Owner information -
a. Name and address
411 wnn f) R I bX-i07 ?"2,4IL 5,qAJ P-D P'/
J
b. Interest in property V e L S t 14 P L L
c. Name and address of fee simple titleholder (if other than Owner) i
Contractor
a. Name and address
b. Phone number '
S u rety
a. Name and address
b. Phone number Fax nu
c. Amount of bond awku E COUNTY
6. Lender BK 04416 PG 1268
a. Name and address 4J 42 CLERK'S # 2002883758
RECORDED 05/24/2002 0%4502 AN
b. Phone number Fax
7. Persons within the State of Florida designated by Owner upon whom
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Owner designates
may be served as
of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes. `
a. Phone number Fax number
Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different
date is specified)
Sworn to (or affirme and sub cribed before me this
Personally Known X OR Produced Identification
Signature of Notary F
Commission Expires:
7
Signature of Qwner
c
CN gkLP-s 2'— K&e t-'D
day of 20 by
CERTIFIED COPY
MARYANNE MORSIr
CLERK OF CIRCUIT COURT
SEMINOLE COUNTY, FIARIDA
Vept CLERK
MAY 2 4 2002
May 15 02 08:04a ROD FRCEMYER 407-322-3255 P.1
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I
FORM BOOC-97 Residential Limited Applications Prescriptive Method C CINTRAL 4 5 6
Smell Adcitione, Renovations i Building Systems Department of Community Affairs
C mt tierce wiG, ale;hod C of Chaxer 6 0l the Florida Energy Efficierxy Code may be demonstrated by the use d Form 60oC•97 for additions of 500 seuare feet c le s, site• installer corr.ponentsdmanuf9cture7homes, and renovations to singe and muldfarly resider:cos. 'ABemadve methods era plodded for addtx>ra by use d Form 6COB-9y or poA-9'.
PRD.:ECT NAhtE: lzeaq iz N L• i1 • '+^ BUILDER. ao nzt
AND ADDRESS: I ' PERMITTING CLIMATE
l OFFICE; Ar y 6f rci ZONE: 4 5 ^ i
PERMIT NO.: Jl1RISDlCTiON NO.: ,.
OWNER:'LLl 1'Rk'i'A tL D 1
SMALL ADOIT.OrJS TO ECIN I INU RESIDENCES (Soo square feet or less of conditioned area). Pro scripilve requirements in Tables 6C.1. 60-2 nit 6e•3 abpb only io t:iecomponenlsofIreaidiii:m not to the existing building. space heating, cooling, and water healing aqulomant efficiency levels must be met only vwien equipment is ins:aU:useecifically %) save the ed iticn. or is being installed in :onjunction with the addition construction. components separating unconditioned spaces Iron conaitipned spaces mattneattheprescribedminirr.um Insulatio-i levels. RENOVATIONS (Resicontial buildings undetgOing renovations costing more than 30% of the esse sea value of the lunging). Prescr,plive reeulre^enis In Tables BC-1 and 6C-2 apply only to tho components one equipment heing renovated or repiaCOd. MANUFACTURED HOMES AND BUILOWS Only sde-
in:lalLg gompcnents and features are covered by this tone. SUIDI.NG SYSTEMS comply when complete new system is installed. Please Print
If- w .
1. Renovation, Addition, New System or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units covered by this submission
4. Conditioned floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Glass area and type:
a. Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
8. Floor type and insulation:
a. Slab -on -grade (R-value)
b. Wood. raised (R-value)
c. Wcod, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
9. Wall type and insulation:
a. Exterior
1. Masonry (Insulation R-value)
2. Wood frame (insulation R-value)
b. Adjacent:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
c. Marriage Walls of Multiple Units` (Yes/No)
10. Ceiling type and insulation:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
11. Cooling system`
Types: central, room unit, package ter-ninal A.C., gas, existing, none)
12. Heating system': (Types: heat pumo, alec. strip, natural gas, L.P. gas,
gas h.p., room or PTAC, existing, none)
13. Air Distribution System':
a. Backflow damper or single package systems' (Yes/No)
b. Ducts on marriage walls adequately sealed` (Yes/No)
14. Hot water system:
Tyo93. elec., natural gas, other, e)(isting, none)
er.ains to manufac:ura•d homes with site Installed components.
I hereby certil• ;h ns n•i dtications covered by the calculation are in
comDsanca wiI F a r de.
PREPARED BY: DATE:4:
1 ne:eby ca"v trust this b in is tan with the Florlaa Energy Cody„
OIVNERAGE NT:_A(DATE: 2. _ ,
r1airwy%! 3.
4.
f Single
Pane Double Pane 6a.
Q_ sq. ft. _ sq. it 6b.
sq. ft. _ sq. ft 7. ;
p v % sa.
R= lin. ft. 8b.
R= sq. ft. 8c.
R= sq. ft. 8d.
R= sq. ft. 8e.
R= ic. ft, 9a-
1 R= 9a-
2 R= 9b-
1 R= I_ sq. it. 9b-
2 R= sq. ft. 9c
10a.
R= Q sq. it. 101b.
R- !5sq. ft. 11,
Type: 4vi r` SEER/
E R: 12.
Type: i 'fi HSPFICOPIAFUE: _
13a.
13b.
14.
Type: EF:
ReVew
of pars and speclticadons owered by this cal#ation indicates ra'npikry e with
the FIc ilia EnelgyCode. Before coristrrclion is cc rpleled, iNs tw;lding will be inspect9d
for cempance in aacSW.:a:+r coon 5 J.9GE. F.S. BUILDING
OFFICIAL: DATE
S_ Revised
1993
11 " 001NOT'IP" 2001 NOTICE OF PROPOSED PROPERTY TAXES
r•T' i3 Is,No611LL i `''.' T SEMINOLE COUNTY TAXING AUTHORITIES
REAL ESTATE
PROPERTY ADDRESS: August 22, 2001 EXPLANATION: (S. 200.069, Florida Statutes)
144 WOOD RIDGE TRL COLUMN 1 'YOUR PROPERTY TAXES LAST YEAR'
This column shows the taxes that applied last year to your property. These amounts were based on budgets adopted
LEGAL DESC:
last year and your previous taxable value.
LOT 23 (LESS BEG SW CO
LI 161.71 FT TO NW COR COLUMN 2 -'YOUR TAXES IF PROPOSED BUDGET CHANGE IS MADE'
MIN 15 E ON NLY LI 10. This column shows what your taxes will be this year under the BUDGET ACTUALLY PROPOSED by each -local taxing
authority. The proposal Is NOT final and may be amended at the public hearings shown on this notice.
COLUMN 3 -'YOUR TAXES IF NO BUDGET CHANGE IS MADE'
This column shows what your taxes will be this year IF EACH TAXING AUTHORITY DOES NOT INCREASE ITS
32-19-30-5GS-0000-0230 PROPERTY TAX LEVY. These amounts are based on last year's budgets and your current assessment. The
REED CHARLES E & MAR IA C difference between columns 2 and 31s the tax change proposed by each local taxing authority and is NOT the result
144 WOOD RIDGE TRL of higher assessments.
SANFORD FL 32771-8840 ASSESSED VALUE means:
For homestead property: value as limited by the State Constitution; For agricultural and similarly
Il lll l lli lll lll ll l ll ll ll tlll lt l ll ll l assessed properly: classified use value; For all other property: market value.
IF YOU FEEL THE MARKET VALUE OF YOUR PROPERTY IS INACCURATE OR DOES NOT REFLECT FAIR MARKET VALUE,
CONTACT YOUR COUNTY PROPERTY APPRAISER AT: 1 101 E 1 St. St. (407)655-7506
IF THE PROPERTY APPRIASER'S OFFICE IS UNABLE TO RESOLVE THE MATTER AS TO MARKET VALUE, YOU MAY FILE A
PETITION FOR ADJUST MENTV.'ITh THE VALUE ADJUSTMENI BOARD; PETITION FORMS ARE AVAILABLE FROM THE COUNTY PROPERTY
APPRAISER AND MUST BE FILED ONOR BEFORE: September 16, 2001 YOUR
FINAL TAX BILL MAY CONTAIN NON -AD VALOREM ASSESSMENTS WHICH MAY NOT BE REFLECTED ON
THIS NOTICE SUCH AS ASSESSMENTS FOR ROADS, DRAINAGE, GARBAGE, FIRE, LIGHTING, WATER, SEWER,
OR OTHER GOVERNMENTAL SERVICES AND FACILITIES WHICH MAY BE LEVIED BY YOUR COUNTY, CRY,
OR ANY SPECIAL DISTRICT. YOUR
PROPERTY VALUE AS OF JANUARY t The taxing sufnoritieS which levy properly taxes against your property will soon LAST
YEAR ,_ THIS YEAR hold PUBLIC HEARINGS to adopt budgets and fax rates for the next year. MARKET
VALUE: ; _ 11
0, 602 M•_
The
purpose of the PUBLIC HEARINGS is to receive opinions from the general 119,371 ASSES
public
and to answer questions on the proposed fax change and budget PRIOR ASSESSED
VALUE:::::.. M
TO
TAKING FINAL ACTION. 110,602 113,920 Each
taxing authority may AMEND OR ALTER its proposals at the hearing. i
25,000 25,000 f• THE ASTERISK INDICATES YOU ARE RECEIVING A SENIOR v3
EXEMPTION.
THE EXEMPTION ONLY EFFECTS THE TAX OF TAXABLE
VALUE: 3
85
602 i THE AUTHORIZING JURISDICTION. 88,920 i 4
T1 £ .t...' i [tiz ROPQiTYlOURTTHLSrEwy (7yc5UR Tk'mSs P70,''PI 9 T+.'''S, +7r"_`_"".(c y'-",' ""'., t*nrr^"""--.-,-.,c.T r -; r.--s--+- Y, !
ti
L t T tfIitrn & yt y fT'AXING.«s r ,. ,*e3 .s' G4lu;, r + !Err I rq,r't."t liAROI+OSED B1100lTT ti YEATt N t.i tT ssn ? DauoGl ru•
i U,THORITY:Ai T„ , t. 4rAx T. A'P.,UBLIC HEARING ON THE PROPOSED - tkrt t._r,^" t ter k-ifti;tTeFf J+rr'`...`.,r,-.+'4:rf.d, i{il` °i 4:td'i:t C., f .: •. TT. =.f-..- ` T,i1 (,. .,z , .! P` s
s__, i;' tasrraAR' H ,' p'y+DEls^uD r LwrJ+GEtseuoEi Fn,t. } TAXESrANO BUDGETdNILL BE FiELDT :', e :3:i _ a l y x tiJ cr_ b ET. W I...L>._.t 4ty .
couNTv
d
427.
92 444.50, 420.111 9/12/01 7PM COUNTY SERVICES BLDG PU°
LIC SCHOOLS: i (
1101 EAST 1ST STREET 407-665-7172 9BY
STATE LAW i i508.48 j 517.69 498.22 9/11/01 5:05 PM SCHOOL BD MTG RM BY
LOCAL BOARD i
i 232.41 ! 517.69 227.72 400 E LAKE MARY BLVD 407-320-0040 t
i I
SANFORD T
577.
81 589.101 571.18 9/10/01 7PM SANFORD CITY HALL 300
N PARK AVE 407-330-5610 1 WATER
MANAGEMENT 40.40 41.08 39.75 9/11101 6PM ST JOHNS WATER MGMT DISTRICT
HWY
100 W. PALATKA 386-329-4500 SPECIAL
DI TINDEPENDENT DISTRICTS* VOTER
APPROVED II
i
9.27 19.631 19.63 DEBT OF COUNTY DEBT
PAYMENTS' 59.071 56.82i 56.82 DEBT OF SCHOOL ii
TOTAL
PROPERTY TAXES j
II 1
1.855.36 1.908.99 1,833.43 (DOES NOT INCLUDE NON -AD VALOREM) I
COLUMN 1 COLUMN 2 I COLUMN 3 ti
t S,; tLri{..::iri'N- NOTE:
AMOUNTS SHOWN ON THIS FORM DO NOT REFLECT EARLY PAYMENT DISCOUNTS YOU MAY HAVE RECEIVED OR MAY BE ELIGIBLE TO RECEIVE. DISCOUNTS
ARE A MAXIMUM OF 4 PERCENT OF THE AMOUNTS SHOWN ON THIS FORM.)
FROM : ARACE DESIGNS INC PHONE NO. : 407 295 6371 May. 22 2002 10:25AM P1
I
ROOF
TRUSSES
GABLE END
ROOF SHEATHING
NAIL SPACING
SEE ZONE
CucIQT
2X4 WIND
BRACE c
RIDGE
SIMPSON 435F
SWEAR GONNEG
D®L. TOP PLA
5IMP$0N META
CEILING
MIN, GYP.
NAIL s T' O.C. —•J 2X4BBLOCKING
pIAPNRAG
CEILING
5D COOLER NAILS PTAGGEREDOR611054
DIRECT TRUSS TO WOOD FRAME CONNECTION
ENDWALL FOR GYPSUM CEILING D IAPNRA SM
N TA.
S1-IEATHING
ROOF
TRUSSES
I112' i 1IN. GY/
CEILING / NAIL • 1' O.G. —.•. •-
DIAP RJ%Gt-( 50 COOLER NAILS
OR 6WBb4
GABLE END
NAIL SPACING
SEE ZONE
CHART
2X4 WIND
BRACE 9
RIDGE
1/2' DIA. V
BOLT to 4'-0'
O.G. MAX.
2'x 0' P.T. TOP
PLATE
2X4 BLOCKING
STAGGERS D
f TRUSS ANCHOR
rtAASSEMBLY SEE BUILDING
SECT. DIRECT
TRU55 TO MA50NR`t' CONNECTION ENDWALL
FOR GYPSUM CEILING D 1 APHRAGM k7a
A2110 >
ego= w- THE REED RESIDENCE OHI- 1210 . AZI)MON / RMOMM nq
i*r L(VT III 1" ROOD RIDGE TRAIL t0/
00 + E: AMERICAN
CIVIL ENGINEERING CO, 207
North Moss Road #211 Hinter
Springs, Florida 3270.9 407-
327-7700 John
J. Herbert, P.E. Lic.
No. 39505 Na
f
0
Z
t O
10 N
m
y-
jE o (o C a
C 0,10 3
coo (
nU = a
O
a
U
Q 7 i
E am N a,
0 a
Z (
Q_o ~ 0
1L AY22200f
26-0-0
oo
VLT GL6,
VLT GL6.
VLT GL6.
VLT GL6,
25-4-0
VERIFY DIMEN5I0N.
13-0-0
VERIFY DIMEN5I0N.
TO1
T02
T02 0
0
0
T02
T02
T02
T03
T03
T03
T03
T03
T03
APPROUED TRUSS ANCHOR BY BUILDER
SOUARE CUT OUERHANG
HEEL HEIGHT = 2x4 STD.
BOTTOM = 2x4 MIN.
12TOP = 2x4 MIN. 6 PP""
I .I /
3
12
2•-0-
TRUSS END DETAIL
SHOP
IS THE S
I
SO
APPROVAL
Builders
NOTES
THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION tRADIt[( I) REFER ro roe sr +RET>J FIND a Far 31 ALL uALLEYs 1L ff toBRcnnOaLr 7) swz TaRases BEING L EarTUEOTRUSSESANDVOIDSALLPREVIOUSARCHITECTURALORBwIro. IraTAwRrraN, FfG Ff3iE0 sY DOILffR aRrN rRe rDA t£[rG .
LED
OTHER TRUSS LAYOUTS. REVIEW AND RPPROURL OF THIS :
rstSource REFER TO ENGINEERED ORRWRGS FOR 4) INTERIOR LOAD REFIRING 'WILLS 8) RLL ROOF TRUSS WINDERS TO ff SUPSON 144LAYOUTMUSTBERECEIVEDBEFOREANYTRUSSESWILL ! FEResr Nr OaRCUU aEDuuReO tuszs uLEss roreo orr[a+ISE.
BE BUILT. UERIFY ALL CONDITIONS TO INSURE AGAINST Sa HfQt'i
ss D yision 2) FILL TRUSSES (INCLUDING TRUSSES 5) FL DaR .GISTS NAY BE AD.NSTEOCHANGESTHATWILLRESULTINEXTRACHARGESTOYOURAileronI.IfCl2 UROER LH.LEY FraaRTBGR S1IOrLY FOR zro STORY T'LUHODG 9) FILL FLOOR Gauss TEDG<RIN
UI E suPsoNRLlGoeweTDa.
Sanford. Florida 32773 MTT BEERTe LETELYUlEoaoTRRiess roreo orRruxutsE f4071322-
0059 Fox - (4071 322-5553 ii) FLOOR Ie DEEP O . zw ac OTAlLAI05 FOR ALiEhliR1EULESS :GTEO Oi,fa:'ISE I—6HB-9L+6 —
5637 - Hdt04 iZEQAF tflrts 01Q CON
y
REED I T01 I ROOF TRUSS 11 I l
I
uutaiers rirsc source. ::anrcrd. rlortda 32773 4.201 - SRI s Nov 16 2000 MITek Industries. Inc. Tue May 14 081s71
2-0-0 6-8-11 13-0-0 14-3-5 26-0-0 28-0-0
2-0-0 6-6-11 6-3-5 6-3-5 6-8-11 2-0-0
tor.. lw
6-6-11 13-0-0 11-3-5 26-0-0
6-6-11 6-3-5 6-3-S 6-8-11 .
LOAOINa (psf) a ACII10 2-0-0 Cb1 am in(loc) I/defl FLATS! ampTCLL20.0 Plates Increase 1.25 TC 0.77 yer t(LL) 0.27 9 >999 R1I20 249/190TCDL7.0 Lumber Increase 1.25 BC 0.63 vert(TL) -0.39 8-9 >789BCLL0.0 Rep Stress Incr YES we 0.48 Horz(TL) 0.27 6 n/aBCDL10.0 Code PBC2001 1st LC LL Min 1/defl - 360 Weights 136 lb
LUXRER
ERACINO
TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-1-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly applied or 5-S-1 oc bracing. WEBS 2 X 4 SYP No-3
OTHERS 2 X 4 SYP No-3
REACTIONS (lb/size) 2-1063/0-8-0. 6-1063/0-8-0
Max Horz 2-197(load case 4)
Max Uplift2--674(load case 4). 6--674(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2-22, 2-3--2704. 3-4--1923. 4-S--1923, 5-6--2704. 6-7-22
BOT CHORD 2-10.2448, 9-10.2443, 8-9.2443, 6-6-2448
WEBS 3-10-128, 3-9--652, 4-9-1385, 5-9--652. S-6-126
NOTES (7)
3) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the rind loads generated by 120 mph rinds at 15 ft above ground level. using 5.0
psf top chard dead load and S.0 psf bottom chord dead load, in the gable end roof zone on an occupancy categoryII. condition II partially enclosed building, with exposure B ASCE 7-98 Per FBC2001 If end verticals or
cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOLincreaseis1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face).
see MiTek "Standard Gable End Detail-
s) Gable studs spaced at 2-0-0 ac.
5) Bearing at joint(s) 2. 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift atjoint2and674lbupliftatjoint6.
7) This truss design conforms with Florida Building Code 2001, based on prameters indicated.
LOAD CASE($)•• Standard '
Job Truss Truss Type 10ty Ply
REED T02 (ROOF TRUSS 5 1
optional)
1
jCu,alers First source. Sanford. Florida 32773 4.201 SR1 s Nov 16 2000 111Tek Indus tr les. Inc• Tue May 14 08s57:33 2002 Page 1
2-0-0 6-6-11 13-0-0 19-3-5 26-0-0 28-0-0
2-0-0 6-8-11 6-3-5 6-3-5 6-6-11 2-0-0
scs. • s.r...
s.s a
s.s
a .
OL )!
US
6-6-11 13-0-0 19-3-5 26-0-0
6-8-11 6-3-5 6-3-5 6-8-11
Plate Offsets (X.Y): E2:0-1-7.E e3. E3:0-2-8.0-3-43. E5:0-2-8.0-3-43. E6:0-1-7.E
LOADING (psf)
TCLL 20.0
SPACING 2-0-0
Plates Increase 1.25
CSI
TC 0.77(LL)
1 (loc) 1/defl
0.27 9 >999
MATE! —P
nII20 249/190TCDL7.0 Lumber Increase 1.25 BC 0.63(TL) 0.39 6-9 >788BOLLTIE0.0 Rep Stress Incr YES WB 0.46(TL) 0.27 6 n/aBCDI10.0 Code PBC2001 LC LL Min 1/dell 360 Weight: 116 lb
LUMM SSACINO
TOP CHORD 2 X 4 SYP Ho-2 TOP CHORD Sheathed or 3-1-11 cc purlins• SOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigid calling directly applied or 5-5-0 cc bracing. WEBS 2 X 4 SYP No-3
REACTIONS (lb/size) 2-1063/0-8-0. 6.1063/0-8-0
Rax Harz 2-197(load case 4)
fax Uplift2--674(load case 4). 6--674(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2-22, 2-3--2707, 3-4--1924, 4-5--1924, S-6--2707, 6-7-22
BOT CHORD 2-10-2451. 9-10-2446. a-9-2446. 6-6-24S1
WEBS 3-10-128, 3-9--653, 4-9-1386, 5-9--653, 5-8-128
NOTES (5)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the rind loads generated by 120 mpn winos at 15 ft above ground level. using 5.0
psf top chord dead load and S•0 psf bottom chord dead load. In the gable and roof zone on an occupancy categoryII. condition II partially enclosed building, with exposure B ASCE 7-96 per FBC2001 If end verticals or
cantilevers exist, they we not exposed to wind. If Porches exist, they are not exposed to wind. The lumber DOLincreaseis1.33, and the plate grip increase is 1.33
3) Bearing at joint(s) 2. 6 considers parallel to grain value using ANSI/TPI 1-1195 angle to grain formula.
Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift at
joint 2 and 674 lb uplift at joint 6.
S) This truss design conforms with Florida Building Code 2001, based on prameters indicated.
LOAD CASE(S) Standard
STATE OF
o tional) .
n ford. Florida 32773 4.201 SR1 s Nov 16 2000 MiTek Industries. Inc. Tue May 14 08!57:37 2002 P e 1
6-6-11 13-0-0 19-3-5 25-8-0
6-6-11 6-3-5 6-3-5 6-4-11
sui. • Lew.
6-6-11 13-0-0 19-3-5 25-6-0
6-6-11 6-3-S 6-3-S 6-4-11
LOADING (psf) a/ACzNQ 2-0-0 C3I OEFL ln(loc) i/defl FLATLD GRIPTOLL20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.20 8 >999 MII20 249/190TCDL7.0 Lumber Increase1.25 BC 0.70 Vert(TL) -0.36 8-9 >803 BOLL0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.27 6 n/a BCDL10.0 Code FOC2001 1st LC LL Min i/defl - 360 Weight: 115 lb LUKUR
SNACrmO
1OPCHORD2X4SYPNo-2 TOP CHORD Sheathed or 3-1-15 cc purlins. BOYCHORD2X4SYPNO.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 cc bracing. WEBS2X4SYPNo-3 WEDGE
Right%
2 X 4 SYP No-3 RLACTIONS (
lb/size) 6.931/0-4-0. 2-1057/0-6-0 Max
Harz 2-218(load case 4) Max
Uplift6--322(load case 5). 2--474(load case 4) FORCES (
lb) - First Load Case Only STOP
CHORD 1-2-22, 2-3--2663, 3-4--1898, 4-5--1698, 5-6--2649 BOY
CHORD 2-9-2430, 8-9-2424, 7-8-2390, 6-7-2390 WEBS
3-9-128, 3-6--655, 4-8.1361, S-6--622, 5-7-125 NOTES (
5 ) 1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the rind loads generated by 120 mph winds at 15 ft above ground level. using 5.0 psftopchorddeadloadand5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II. condition I enclosed building, with exposure 8 ASCE 7-96 per FBC2001 If end verticals or cantilevers exist, theyarenotexposedtowind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, andtheplategripincreaseis1.33 3)
Bearing at joint(s) 6. 2 considers Parallel to grain value using ANSI/TPI 1-199S angle to grain formula. BuildingdesignerShouldverifycapacityofbearingsurface. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at Joint6and474lbupliftatjoint2• 5)
This truss design conforms with Florida Building Code 2001, based on prameters indicated. LOAD
CASE(Q) Standard