HomeMy WebLinkAbout05-5172
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5172
Permit Number: 5172 Issued: 11 22/2005
Permit Type: NEW SINGLE FAMILY DWELLING
Class of Work: 1 01-NEW CONST/SFR
Proposed Use: SINGLE FAMILY RESIDENTIAL
Sq. Feet: Est. Value:
Cost: 92,000.00 Total Fees: 3,592.27
Amount Paid: 3,592.27 Date Paid: 11/22/200
Name: ITER BUILT CONS RUCTION INC.
Addr: P.O. BOX 1089
ZephyrhillsS, FL. 33539
Phone: 813783-2414 Lic:
Work Desc: NEW SINGLE FAMILY DWELLING
Address: 5151 SUMMERHILL DR
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): 12 Block: Section:
Book: Page:
Subdivision: SUMMERHILL
Parcel Number: 12-26-21-0100-00000-0230
Phone:
WATER CONNECTION RESIDENl
BUILDING FEE
IRRIGATION METER
419.00 IRRIGATION CONNECTION
732.00 RADON
180.00
\j2J
/ (\0/ aLP
r \ '1/
q" ~
175.00 MECHANICAL FEE
18.40 WATER METER RES 3/4"
~
60.
70.02
180.00
1
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC,
MISC. INSULATION CEILING MISC, MISC,
MISC. DRIVEWAY MISC, MISC,
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
CCUPANCY BEFORE C.O.
. ~-~
IGNATU PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1 '
Better Built Construction
5151 Summerhill Dr
SQ. FEET PRICE
MAIN OR LIVING: 1,840 1$ 50.00
OTHER AREA UNDER ROOF: $ 50.00
OTHER: $ -
VALUATION $ 92,000.00
FEE SHEET $ 448.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 732.00
CREDIT: $ -
BUILDING LESS CREDIT: $ 732.00
ELECTRICAL: $ 105.85
PLUMBING: $ 96.00
MECHANICAL: $ 70.02
SUB-TOTAL $ 1,003.87
RADON: $ 18.40
TOTAL $ 1,022.27
SEWER: $ 1,616.00
WATER: $ 419.00
IRRIGATION: $ 175.00
TOTAL: $ 2,210.00
WATER METER: $ 180.00
IRRIGATION METER $ 180.00
SUB-TOTAL $ 3,592.271
PARK IMPACT FEESI $ 769.56 ~
TOTAL: $ -+0,903.81
PUBLIC SAFETY IMPACT FEES
POLICE $ 254.00
FIRE $ 273.00
5% $ 26.35
TOTAL: $ 553.35
SIF'S: $ 4,357.14 tf3l'.f ,eD
100.0% $ 4,13&7.14 11:31~.c-
1.0% $ ~ J.t.:3 ./""
TOTAL: $ '1. ,
TIF'S: $ 1 588.00 .-/
99% $ 1,572.12
1% $ 15.88
CITY OF lGJ:!iJ!.t1 I. J:\n.LJ.I.LIi:) r .I:I.nJ.'~.A..&. ~............ ....,-- --.
BUILDING DEPARTMENT 5335 8~H St, Zephyrhills, F.I:, 33542 1/ I
813-780-0020 FAX: 813-780-0021 1/ 11.t!...J";-
DATE m;9fI~D I, I l
C,d!cdJ 'If .2. 0;0)
PHONE CONTACT FOR PERMITTING
OWNER'S NAME
rg fZ Srn.a.r)
;r~ <-
PHONE a I'? -7/ y. /0 9 <i
JOB ADDRESS S J S I S tt 41At~" H,t I 7),. ,
LEGAL DESCRIPTION: LOT (S) I :<. ' BLOCK ;; C:,
PARCEL ID # /{). 'J. Co -;)../- 0 /(!J()- OOCJOO-O:r~O
SUBDIVISION ~ /
(OBTAIN FROM PROPERTY,TAX NOTICEl
WORK PROPSED: ~W CONSTRUCTION
DSIGN
PROPOSED USE:~L FAMILY DWELLING
o COMMERCIAL
o ADDITION
o ALTERATION
o DEMOLISH
o REPAIR
o INSTALL
o MOVE
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOM
DOTHER
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
S \.~~ I~
F:t~ I (7 k? 5,'o/t:A\ e-<-
SQUARE FOOTAGE / ~ l{ 0
HEIGHT
~I
BUILDING SIZE
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS
PROPERTY SURVEY REQUIRED FOR ALL NEW
PERMITS REQUESTED
~UILDING
!H'" ELECTRICAL
~LUMBING
~ECHANICAL
D GAS ~OFING
$ VALUATION OF
o SPECIALTY
AMP SERVICE 0 Progress
''\
VALUATION OF MECHANCIAL NSTALL~N t /1'2
/ jI .
D OTHER ( ,-
D FRAME D STEEL o OTHER
IS PROJECT IN FLOOD ZONE AREAD YES ~O
$
TYPE OF CONSTRUCTION: ~LOCK
FINISHED FLOOR ELEVATIONS
_'~'_~_'~'"_ ,,~___-,-,~_,,__'~_"'___'__._,_-_ ~________________ .. _ _" __,___"'__ --"_..---_I,----'-,--~__;..c=~~
" 'I ' ' l' II,~ l/ I I ,I II I { , I ,~' ~~t~" "'11 Fl,~ ~fJ ~'~ rr:~~~IJFj "~~JitP.~JJt
, 11 I \ I II I, I I ~ "l 'I I, ' I l ~!")" " ~ I, ~ I' ,I ~ t I ~\~, \\;"[1 ~,~
~~~L.w__..;.1..,.~____~______~_____"~~.~___~~ ~ ~~"
SIGNATURE
~p~
y
COMPANY
B ~ /tev Bt.(dT [PHrr J~ L,
BUILDER
STATE CERT OR REGIST It C'Rc. 0 t; 85'3 e:,
ELECTRICI~ ~
SIGNATURt~
********************~*********************************************
~~. ,e ~. c-C I A <;: S'
~ . -
E/
COMPANY
STATE CERT OR REGIST ltE~D...,....),.,7,r 7.d
I
PLUMBER
COMPANYS:A~~,<, \\\~\~~,~ :"1_N(,
STATE CERT OR REGIST # ~"'~:( \~~<,~C\.:)
,
M&lCHANI
******************************~~~***~********~ ~ ~~
~ COMPANl'--V h--l~~ \' _ t::!J.~
STATE CERT OR REGIST * {!fJ~ fa 9 ~R'
SIGNATURE
*****************************************************************
OTHER
COMPANY
SIGNATURE'
STATE CERT OR REGIST #
"
A. NOTI~E OF DEED RESTRICTIONS
ThE\ undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes respon~ibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this ~pplication for which they
will be responsible. If you, as the owner signs as the contractor, you are indi~ating that
you, rather than the contractor, are responsible for the work. ,If the contractor wishes
you to sign as contractor that may be an indica~ion that he is uot properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law _ Homeowner's,Pr6tection Guide" prepaied by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Appli~ation is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Watei Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for ~a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to'the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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 OBTA~N FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE UU NOT NEED TO RECORD AND POST ~~OMMENCEMENT"
~'GNATURE' ~TOR
STATE OF FLORID~
COUNTY OF ~
The foregoin? ins~ent w~~~ledged --
Befor~ ~h1 ~ ay.t I ' 20ai
by _,--" L:2 ~,
~ame of person acknowledged)
~o is personally known to me, or
STAT 'F FLORIDACk
COUNTY OF ~
The foregoing inst ument was a kn wledg~~r'
Befo e t 's ayof 20Jl2
by
(name of person acknowledged)
who is personally known to me, or
Owho has produced
~(type of identification)
and whoOdid ~did not take an oath.
~-j)~ ~1T
Signature of person aking acknowledgement
F~,Y.~~I(f.o lJN)ABAGGEIT
~ . MY COMMISSION t DD 174984
Name typed, p~ oIEXlH&8n\Pdle,2007
....ft OF "iff' Bonded Thru Budget NolIJy SeMcII
Owho has produced
~pe of identification)
and who Odid [jd3:d not take an oath
~:'&. lf~ ~.'
Signature of person ~ing acknowledgment
,;,~~p~~ ~
Name tYPedW~ Ii
";~~. EXPIRES: April 28, 2007
~~fJf ,,,<Jt" IloIldId TllIu IludgIt NlllaIy s.viDII
~
(Il~[O][C][Kr
Building
Supply
Job No: 27223
Bid No: P6925
ENGINEERING COVER SHEET
a WOlSELEYcompany
160YO I'arh J)ril'L'-Hrookn'iIIe. 1"1--3-160./-1" 352. 796.0096-F 352. 796. 7752
Project: BURNETTE CONSTRUCTION
Sold To: BETTER BUILT CONST.
Lot/Block /
Subdivision
Model CUSTOM
Ship To: 5151 SUMMERHILL DRIVE
Zephyrhills
Pasco
Design Code
FBC2004ITPI2002
Design Software
Mitek 20/20 6.200
Design Method
.. ~~,~,~,~!~:~""~y'~~~~,,,,""".~!:I~_~~_~,~r:~~,.,
Wind Speed
120 mph
Floor Load
m'mmm~_~P~f_
This includes 9 individual, dated Truss Design Drawings,
ID Seq No Date
A01 27084 10/6/2005
A02 27085 10/6/2005
A03 27086 10/6/2005
..........................,,, on..n ................ ............... ........................ .........~... ..... ....... ..............._
ID Seq No
A04 27087
'A05 27088
801 27089
...............................-...................................................................
Date
10/6/2005
10/6/2005
1 0/6/2005
liD.
1802
C01
IC02
"",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,L.,,,,,,,,,,,,,,,,,,,
Seq No
27090
27091
27092
Date
10/6/2005
1 0/6/2005
1 0/6/2005
JLQM
OCT 1 7 2005
The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Adams Building
Materials, Inc,
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet confonns to 6 I G 15-31,003, section 5 of
the Florida Board of Professional Engineers Rules,
Name Address and License number of Engineer, if there is one for this building.
Name: J, Lee Smith; Engineering Services Group, Inc, CA#: 8886 License #: 36 I 77
Address: 1299 W, Fairbanks Ave,
City: Winter Park State: FL 32789
NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components
shown, The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSlfTPI-
1995ec,2,
Job
27223
Truss
SfP-~uilding Supply-Sanford, Sanford, FL 32771
A01
l
'"
0-0-0
13-0,0
13-0-0
Truss Type
ROOF TRUSS
4x5 ~
~
5~!
'~,i
3~~L
2 ~- T 'T
.-.-~-
,.-.---- .-.----
5,00 Ii'
3)(4 -;:::.
10
Better Built Co./Burnette Co
00011
Job Reference (optional)
6,200 s Jul13 2005 MiTek Industries, Ine, Mon Oct 17 10:34.432005 Page 1
26,0.0
13-0-0
Scale'" 1 :42.9
~"
11>" 12
~ 13
T ~'15
~,
3x4 .:.:::-
96(load case 8)
112(1oad case 1)
41 (load case 1)
227 (load case 8)
100(load case 9)
99(load case 9)
99(load case 1)
96(load case 9)
112(load case 1)
41 (load case 1)
227 (load case 9)
-134/47
-46/93
,20/131
.20/212
,20/245
.20/168
-20/85
-31/25
2,3
4,5
6.7
8-9
10-11
12-13
14-15
16,17
5x5 =
26-0-0
26-0-0
DEFL In (Ioc) I/defl Ud I PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(TL) n/a n/a 999
Horz(TL) 0,00 17 n/a n/a
Plate Offsets (X,Y).
LOADING (pst)
TCLL 20,0
TCDL 7,0
BCLL 0,0
BCDL 10,0
[250-2-8,0-3,01
I
!
I
SPACING 2.0.0
Plates Increase 1,25
Lumber Increase 1,25
Rep Stress I ncr NO
Code FBC2004ITPI2002
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathin9 directly applied or 6-0,0 oc purlins,
BOT CHORD
Ri9id ceilin9 directly applied or 10.0.0 oc bracing,
REACTIONS (Ib/size)
1
17
25
26
27
28
29
30
31
32
24
23
22
21
20
19
18
Max Horz
1
Max Uplift
1
17
26
27
26
29
30
31
32
24
23
22
21
20
19
18
Max Grav
1
17
25
26
27
28
92/26.0.0
92/26.0-0
94/26,0,0
99/26-0-0
99/26-0.0
99/26-0,0
96/26-0,0
112/26-0.0
41/26-0.0
227/26.0-0
99/26-0.0
99/26-0.0
99/26-0.0
96/26-0,0
112/26-0-0
41/26-0-0
227/26-0-0
122(load case 6)
-28(1oad case 7)
-11 (load case 7)
-48(load case 6)
-63(load case 6)
-58 (load case 6)
.58(load case 6)
,65(load case 6)
,26(load case 6)
,134(load case 6)
-43(load case 7)
-64(load case 7)
,58(load case 7)
,58(load case 7)
.65(1oad case 7)
.26(1oad case 7)
-134(load case 7)
92(load case 1)
92(load case 1)
94(load case 1)
100(load case 8)
99(load case 8)
99(load case 1)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD
1-2
3-4
5,6
7.8
9.10
11.12
13-14
15-16
BOT CHORD
1.32
30.31
28-29
26-27
24,25
22.23
20-21
18-19
WEBS
9-25
7,27
5.29
3,31
10-24
12-22
14-20
16,18
T
CSI
TC 0,09
BC 0,08
WB 0,06
(Matrix)
Max Grav
29
30
31
32
24
23
22
21
20
19
18
.76/0
,72/105
-71/96
,39/58
.74174
.72/97
.78/105
,152/193
0/107
0/107
0/107
0/107
0/107
0/107
0/107
0/107
31-32
29-30
27-28
25.26
23.24
21.22
19-20
17-18
.67179
-20/113
-20/168
-20/245
-20/212
,20/126
-15/40
.79130
0/107
0/107
0/107
0/107
0/107
0/107
0/107
0/107
.74174
,72/97
-78/105
-152/193
-72/105
-71/96
-39/58
Weight 141 Ib
5) This truss requires plate inspection per the Tooth Count
Method when this trL'SS is chosen for quality assurance
inspection.
6) Gable requires continuous bottom chord bearing,
7) Gable studs spaced at 1.4-0 oc,
8) This truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads,
9) Provide mechanical connection (by others) of truss to bearln9
plate capable of withstanding 28 Ib uplift at joint 1, 11 Ib uplift at
joint 17, 481b uplift at joint 26, 631b uplift at joint 27, 581b uplift
atjo!nt 28, 58lb uplift at joint 29, 651b uplift at joint 30,26 Ib
uplift at joint 31, 134 Ib uplift at joint 32, 431b uplift at joint 24,64
Ib uplift at joint 23, 58 Ib uplift at joint 22, 58 Ib uplift at joint 21 ,
65 Ib uplift at joint 20, 26 Ib uplift at joint 19 and 134 Ib uplift at
Joint 18,
10) Seqn: 22938, Date.10/6/2005
LOAD CASE(S)
Standard
ESG. INC.
1299 W. FAIRBANKS AV'fE..
WINTER PARK. FL 32789
ocr 1 7 2005
NOTES (10)
1) Unbalanced roof live loads have been considered for this
design.
2) Wind. ASCE 7,98; 120mph (3-second gust); h=16ft;
TCDL=4.2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone and C-C Exlerlor(2) zone; Lumber
DOL=1,33 plate grip DOL=1,33, This truss Is designed for C-C
for members and forces, and for MWFRS for reactions
specified,
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"
4) All plates are 2x4 MT20 unless otherwise indicated
8.26
6-28
4,30
2-32
11-23
13,21
15.19
CA # 8886
J. LEE SM ITH, PE # 36177
27223
A02
ROOF TRUSS
Better Built Co.lBurnette Co,
00021
Mon Oct 17 10:34:44 20050~ae 1
Job
Truss
Truss Type
Stock Building f{j!BJ(jy-Sanford, Sanford, Fl 32771
-2.0.0
2-0-0
6,9,14
6,9-14
13-0-0
6-2,2
19,2-2
6-2-2
25-10-0
6-7,14
Scele == 1 :46.8
4x7 ~
/-;::;::::~::::::::::::::::~
2X4 0 ~ // '\\ \ ~<:::::::::::::;k'4 ":::
W2// \'W2 5
\ :j/ \\, // ~
~ jj, /,~~,/ ~~~~~
\\// ,\// 6
\6/ rI1 \6/ D2
I~
5.0011'2
~
~
2~'-'-~
~ ~~
'~'3"'"
91
3)(4=
5x8 INS =
3)(5 .::::-
3x4 =
0-0-0
0-0-0
8-10-10
8.10-10
Plate Offsets (X Y)' 12'0300 1 8] [4'0 4 1 0-201 [6'00 14 0 1 81
17-1-6
8,2.13
25-10-0
8-8.10
, . - , - , - - , - , , . -
LOADING (pst) SPACING 2-0-0 I CSI DEFL In (ioc) Ildefl Ud PLATES GRIP
TCLL 20,0 Plates Increase 1,25 TC 0,55 Vert(LL) -0,12 2,9 >999 360 MT20 244/190
TCDL 7,0 Lumber Increase 1,25 i BC 0,54 Vert(TL) -0,35 6-7 >862 240
BClL 0,0 Rep Stress Incr YES i WB 0,28 Horz(TL) 0,06 6 nla nla
BCDl 10,0 Code FBC2004frP12002 (Matrix) Windell) 0,17 6-7 >999 240 Weight 1131b
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4,3,9 oc purllns,
BOT CHORD
Rigid ceiling directly applied or 5-10-7 oc bracing,
REACTIONS (Iblsize)
6
2
Max Horz
2
Max Uplift
6
2
932/0-4-0
1069/0,8-0
191 (load case 6)
.346(load case 7)
-516(ioad case 6)
FORCES (Ib) - Maximum CompressionlMaximum Tension
TOP CHORD
1.2
3-4
5-6
BOT CHORD
2.9
7.8
WEBS
3-9
4.7
0141
-159411092
-1822/1222
2,3
4,5
-180711168
= -161911139
.95511593
.55611098
8-9
6.7
,55611098
,1014/1625
.3241401
,3271577
4.9
5-7
-2591542
-342/432
NOTES (6)
1) Unbalanced roof live loads have been considered for this
design.
2) Wind. ASCE 7-98; 120mph (3,second gust); h=16ft;
TCDL=4.2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone and C-C Exterior(2) zone; Lumber
DOL=1 ,33 piate grip DOL=1 ,33, This truss IS designed for C,C for
members and forces, and for MWFRS for reactions specified,
3) This truss requires plate inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing
piate capabie of withstandin9 346 Ib uplift at joint 6 and 516 Ib
uplift at Joint 2,
6) Seqn: 22939, Date. 1 01612005
ESG. INC.
1209 VV. FAIRBANKS AVE.
WINTER PARK. FL 32789
LOAD CASEIS)
Standard
OCT 1 7 2005
CA # 8886
1. LEE SM ITH. PE # 36177
Job
Truss
Truss Type
I
ROOF TRUSS
Better Built Co.lBurnette Co
00031
27223
A03
Stock B~i1ding ~8.~y-Sanlord, Sanlord, Fl 32771
-2.0.0
2-0-0
6-10-0
6,10-0
13-0-0
6-2.0
19,2-0
6-2.0
25-10,0
6-8-0
Scale =. 1:47.3
4x5 ~
~
~
~:=::::::::::~~
~~:~~~
'"
;;;
N
. ,00 fiT
W2
,
5xS'::::
~
1
2x4 II
2.50 [12
7
2x4 II
~
3x6 -.=;.
3x6 :::-
0,0-0
0-0-0
6,10,0
6.10.0
Plate OIIsets eX Y)' [2'0-2,80-0-7] [4'0-2-80-2.4J [6'0-2,120.1.81
13-0-0
6-2.0
19,2,0
6.2,0
25,10-0
6,8,0
lOADING (psI) SPACING 2-0-0 CSI DEFL in (lac) Ildell Ud I PLATES GRIP
TCll 20,0 Plates Increase 1.25 TC 0.46 Vert(ll) .0,26 8,9 >999 360 MT20 2441190
TCDl 7,0 Lumber Increase 1.25 BC 0,73 Vert(Tl) .0,62 8-9 >490 240
BCll 0,0 Rep Stress Incr YES WB 0,59 Horz(Tl) 0,38 6 nla nla
BCDl 10,0 Code FBC2004fTPI2002 (Matrix) Windell) 0,26 8-9 >999 240 Weight 1'10 Ib
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathing directiy applied or 3,1,0 oc purlins,
BOT CHORD
Rigid ceiling directly applied or 6-11-1 oc bracing,
REACTIONS (Iblsize)
6
2
Max Horz
2
Max Uplift
6
2
92810-6-0
106610-8,0
122(ioad case 6)
,171 (load case 7)
,299(load case 6)
FORCES (Ib) - Maximum CompressionlMaximum Tension
TOP CHORD
1.2
3.4
5.6
BOT CHORD
2,9
7.8
WEBS
3-9
4-8
5-7
0/38
-23481630
-3243/908
2,3
4,5
-3201/794
-23491631
-65912921
-779/2965
8-9
6,7
,666/2925
.77912967
01255
-25911411
0/257
3,8
5.8
-8251261
-8701363
NOTES (7)
1) Unbalanced rool live loads have been considered lor this
desi9n,
2) Wind. ASCE 7-98; 120mph (3-second gust); h=16ft;
TCDl=4,2psl; BCDl=6,Opsl; Category II; Exp B; enclosed;
MWFRS interior zone and C-C Interior(1) zone; lumber DOl=1,33
plate grip DOl=1 ,33, This truss is designed lor C.C lor members
and forces, and for MWFRS tor reactions specified.
3) This truss requires plate inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been designed lor a 10,0 psI bottom chord live
load nonconcurrent with any other live loads.
5) Bearing atjoint(s) 6,2 considers parallel to grain value using
ANSlfTPI1 angle to grain lormula, Building designer should verify
capacity of bearing surface
6) Provide mechanical connection (by others) of truss to bearing
plate capable 01 withstanding 171 Ib uplift at joint 6 and 299 Ib
uplift at joint 2,
7) Seqn. 22940, Date.1016/2005
LOAD CASE(S)
Standard
ESG. INC.
1289 'w. rAIF~BANKS AVE.,
WINTER PARK, FL 32789
OCT 1 7 2005
CA # 8886
J. LEE SMITH, PE # 361Z7
Job
Truss
Truss Type
00041
Mon Oct 17 1fQ:!1-i15 2005 Page 1
27223
A04
I ROOF TRUSS
I
.
Stock Building O'.I:\t\Ii"y-Sanford, Sanford, FL 32771
-2.0,0
2-0-0
6-10.0
6-10,0
13-0-0
6-2-0
19-2.0
6.2.0
26-0-0
6,10.0
28,0.0
2-0.0
SClle = 1:50.1
4x5 .:::-
~
3x4~ ~
3~W2
~~
I ~
I ~~
- ~~
;Ij,~
v- 3"00'
5.00[12
9
5x8 ~
~~:~~~~
. ~~ ' r-
-----=:::::::: ~ N
~" ~~a
10
2M II
2,50 [12
, 0-0,0
0-0,0
6-10.0
6.10-0
Plate Offsets (X Yl' [20-2.80-0-7] [4'0-2,120-2-41 [60-2.80-0-7]
13.0,0
6.2.0
19-2-0
6,2-0
26-0-0
6-10-0
, , , , ,
I , GRIP
LOADING (pst) I SPACING 2-0-0 , CSt DEFL in (ioc) lldefl Ud PLATES
TCLL 20,0 Plates Increase 1,25 I TC 0.46 Vert(LL) -0,26 9,10 >999 360 MT20 2441190
TCDL 7,0 Lumber Increase 1,25 BC 0,67 Vert(TL) -0,62 9,10 >493 240
BCLL 0,0 Rep Stress Incr YES WB 0,56 Horz(TL) 0,38 6 nla nla
BCDL 10,0 Code FBC2004ffPI2002 (Matrix) Windell) 0,23 9-10 >999 240 Weight 114 Ib
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathing directly applied or 3-2-4 oc purlins,
BOT CHORD
Rigid ceiling directly applied or 8-9-8 oc bracing,
REACTIONS (lblsize)
2
6
Max Harz
2
Max Uplift
2
6
106310-8,0
106310-8-0
11 O(load case 6)
,298(load case 6)
.298(load case 7)
FORCES (Ib) , Maximum CompressionlMaximum Tension
TOP CHORD
1-2
3-4
5-6
BOT CHORD
2.10
8-9
WEBS
3.10
4-9
5-8
0138
.23371518
,31881686
2,3
4,5
6,7
-31881686
-23371518
0/38
.48612909
-492/2913
9-10
6,8
-492/2913
-48612909
0/254
-167/1399
0/254
3.9
5-9
-824/262
-824/275
NOTES (7)
1) Unbalanced roof live loads have been considered for this
design.
2) Wind. ASCE 7.98; 120mph (3.second gust); h=16ft;
TCDL=4,2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
MWFRS interior zone and C,C Interior(1) zone; Lumber DOL=1,33
plate grip DOL=1,33, This truss is designed for C-C for members
and forces, and for MWFRS for reactions specified.
3) This truss requires plate inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been designed for a 10,0 pst bottom chord live
load nonconcurrent with any other live loads
5) Bearing at joint(s) 2, 6 considers parallel to grain value using
ANSlffPI1 angle to grain formula, Building designer should verity
capacity of bearing surface,
6) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 298 Ib uplift at joint 2 and 298 Ib
uplift at joint 6,
7) Seqn. 22941, Date.101612005
E:.S ;]~ ; ~~ t::.
VIJ. ;'AlIxDANKS AVE
WINTER PARK. FL 32789
OCT 1. 7 2005
LOAD CASE(S)
Standard
C;A # 8886
-1'. LEE SM ITH. PE # 36177
27223
A05
ROOF TRUSS
00051
Mon Oct 17 10'11,d:b2005 Page 1
Job
Truss
Truss Type
stock Building iNf'B'Y-Sanford, Sanford, Fl 32771
-2-0.0
2-0-0
6-9-14
6-9-14
13-0,0
6-2,2
19-2,2
6,2-2
26-0-0
6,9-14
28-0-0
2.0-0
Scele = 1 :49.5
4)(7 "
~ ~ /;,
~~ \' //
~ \~1, ,.///
~~ ~\/
~1~~- 81 \6/
~ ~~ 10
ril
'0:
\, ~~
\\'~ ~~:~~~
,~ -
\\ ~
\\\ /I/~~
'<\ 7'/' ~~ ~
'\ /, -~~
\ '. / I
\~/ ., 6_
~~ij
3)(4 ::;::
5x8 we =
3x4 ::;::
0,0,0
Plate Offsets (X, Y).
8-10,10
8-10.10
[2.0-3-0,0,1-8], [4:0.4,1,0-2-01, [60,3-0,0-1-81
SPACING 2-0-0
Plates Increase 1,25
lumber Increase 1,25
Rep Stress Incr YES
Code FBC2004fTPI2002
0,0-0
17-1.6 26-0.0
8,2-13 8-10-10
CSI DEFL in (Ioc) Ildefl Ud PLATES GRIP
TC 0,55 Vert(lL) -0,12 2.10 >999 360 MT20 2441190
BC 0,53 Vert(Tl) -0,33 2.10 >908 240
WB 0,22 Horz(Tl) 0,06 6 nla nla
(Matrix) Windell) 0,14 8-10 >999 240 Weight 117 Ib
LOADING (psI)
TCll 20,0
TCDl 7,0
BCll 0,0
BCDl 10.0
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4.5.3 oc purlins,
BOT CHORD
Rigid ceiling directly applied or 6-9.2 oc bracing,
REACTIONS (lblsize)
2
6
Max Horz
2
Max Uplift
2
6
106310-8-0
1063/0,8,0
172(load case 6)
-514(1oad case 6)
-514(1oad case 7)
FORCES (Ib). Maximum CompressionlMaximum Tension
TOP CHORD
1.2
3.4
5.6
BOT CHORD
2-10
8-9
WEBS
3.10
4-8
0141
-1581/1068
.1793/1144
2,3
4,5
6-7
-179311144
-1581/1068
0/41
,854/1580
,45411085
9,10
6-8
-454/1085
-854/1580
-3241398
-2651543
4.10
5,8
-2651543
-3241398
NOTES (6)
1) Unbalanced roof live loads have been considered for this
design,
2) Wind: ASCE 7-98; 120mph (3,second gust); h=16ft;
TCDl=4,2psf; BCDl=6,Opsf; Category II; Exp B; enclosed:
MWFRS gable end zone and C,C Exterior(2) zone; lumber
DOl=1,33 plate grip DOl=1,33, This truss is designed for C-C for
members and forces, and for MWFRS for reactions specified,
3) This truss requires plate Inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads.
5) Provide mechanical connection (by othets) of truss to bearin9
plate capable of withstanding 514 Ib uplift at joint 2 and 514 Ib
uplift at joint 6,
6) Seqn. 22942, Date. 1 01612005
LOAD CASE(S)
Standard
ESG. INC.
lZ;:,t)9 W. FAIRBANKS J\V~
WINTER PAR;-(, FL 32789
OCT 1 7 2005
CA # 888.6
J. LEE SM ITH, PE # 36177
Job
27223
Truss
801
Truss Type
0006 [
Mon Oct 17 10.34:462005 Pajte).ll
Stock Building Suppty.1Y-O"ford, Sanford, FL 32771
ROOF TRUSS
~
/~~~
2~~ _. ~
~'~3"~
5-0-0 10-0-0 15-0-0 19-8-0
5-0-0 5-0-0 5,0-0 4-8-0
Plate Offsets (X,Y). [4'0.2.12,0-2-41. [23'0-3-15,Edgel, [27'0-0-7,0.1.8]
LOADING (psI) SPACING 2-0-0 I CSI DEFL in (loc) Ildefl Ud
TCLL 20,0 Plates Increase 1.25 TC 0:47 Vert(LL) -0,04 30.31 >999 360
TCDL 7,0 Lumber Increase 1,25 I BC 0,50 Vert(TL) 0,08 24.25 >849 240
BCLL 0,0 Rep Stress Incr YES WB 0.21 Horz(TL) 0,04 23 nla nla
BCDL 10,0 Code FBC2004fTP12002 (Matrix) Wind(LL) 0,10 24-25 >693 240
.2,0-0
2.0-0
0,0-0
5-0-0
5-0-0
10-0-0
5-0-0
13-0-0
3,0-0
19.2.2
6,2-2
26-0-0
6.9-14
28.0
2.0.
Scale = 1:47.4
4x5 ~
31
J
,;
30
3x8 =
29
5x8 \NB::::
2B
4x10 .:::.:-
3x5 ~
0-0-0
0-0,0
26-0-0
6-4-0
PLATES
MT20
GRIP
2441190
Weight: 148 Ib
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No,3
NOTES (10)
1) Unbalanced roof live loads have been considered for this
design,
2) Wind. ASCE 7,98; 120mph (3,second gust); h=16ft;
TCDL=4,2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone and C.C Extenor(2) zone; porch right
exposed; Lumber DOL=1 ,33 plate grip DOL=1 ,33, This truss is
designed for C-C for members and forces, and for MWFRS for
reactions specified,
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"
4) All plates are 2x4 MT20 unless otherwise indicated,
5) This truss requires plate inspection per the Tooth Count
Method when this truss is chosen for quality assurance
inspection.
6) Gable studs spaced at 2-0.0 oc,
7) This truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads,
8) Provide mechanical connection (by others) of truss to bearing
plate capable of wrthstanding 451 Ib uplift atJoint2, 5221b uplift
at joint 27 and 91 Ib uplift at joint 23,
9) Design assumes 4x2 (flat orientation) purlins at oc spacing
indicated, fastened to truss TC wi 2-1 Od nails,
10) Seqn. 22943, Date. 1 01612005
BRACING
TOP CHORD
Structural wood sheathing directly applied or 5-3-2 oc purlins,
BOT CHORD
Ri9id ceiling directly applied or 7.10-7 DC bracing,
JOINTS
1 Brace at Jt(s). 12,8, 15
REACTIONS (Iblsize)
2
27
23
Max Horz
2
Max Uplift
2
27
23
FORCES (Ib) - Maximum CompresslonlMaximum Tension
TOP CHORD
4-5
6-8
10-12
14-15
17-27
2,3
5.7
9,11
13-16
18,19
20,21
22.23
BOT CHORD
2.31
29,30
27,28
25-26
23-24
WEBS
4.30
3,30
12.30
10.11
17-18
21.25
19-27
6,7
-872/604
-7391530
-7401546
-9361607
-952/645
-1406f764
.251/197
.234/223
.244/139
.286/93
-17010
,20910
,60811232
-432/1080
.432/1080
01190
01190
,101/395
,3971275
.249197
-69192
-13f72
-19121
-2601262
-36148
86810-8.0
91010-8.0
222/0-8-0
187(load case 6)
-451 (load case 6)
-522(load case 7)
-91 (load case 7)
5-6
8-10
12.14
15-17
1-2
3-4
7,9
11-13
16-18
19.20
21.22
30-31
28-29
26-27
24-25
3-31
12.28
8,9
13-14
20-26
15-16
22-24
.7251512
-718/511
-9131568
.953/617
0141
-10141628
,2351220
,2391183
,2551125
-171/4
-18810
LOAD CASE(S)
Standard
-60811232
-432/1080
01190
01190
E,'.-7: (~?i9 ~ r"1'C.
e,c"o'9 VI! FAlrd3i~NKS AVe
WINTER PARK, FL 32789
0/193
01183
,50154
-691101
.961165
-43/27
-39132
OCT ~ ? 2005:
CA :# 8886
1. LEE SM ITH. PE # 36177
Truss Type
00071
Man Oct 17 10:~2005 Page 1
Job Truss
127223 : B02
Stock Building ti_'tP-B'y-Sanlord. Sanlord, FL 32771
ROOF TRUSS
.2.0-0
2-0-0
6-4-0
6-4.0
13.0-0
6.8,0
19-8-0
6-8-0
26-0-0
6,4-0
28.0-0
2-0-0
Scala = 1 :49.5
4x7 ::::::
'M," ,~:;~~:::;:;::::::::l~~<::;::~,-:::: ~ ,~
~ i i ::::~~l,,:~
~/1 W2 ~~ ~~
~// ~ ~~ ~
- ~~ ~~ ~ ~, -
;lj,~ 3<5= 10 ~~~ 7]~
2x411 5x8= 2x411
0-0.0
0.0-0
0.0.0
6.4-0
6,4,0
Plate Offsets (X Y)' [2'0.2.6 0-0-101 16'0-2-6 0-0-101 19'0-4,0 0-3-01
13-0.0
6-8-0
19-8.0
6-8-0
26-0-0
6-4,0
, , , ,
LOADING (psI) I SPACING 2.0-0 CSI DEFL In (Ioc) IJdeft Ud PLATES GRIP
TCLL 20,0 Plates Increase 1,25 TC 0.46 Vert(LL) -0,04 9-10 >999 360 MT20 2441190
TCDL 7,0 : Lumber Increase 1,25 BC 0,33 Vert(TL) 0,07 6.8 >995 240
BCLL 0,0 Rep Stress Incr YES WB 0,55 Horz(TL) 0,02 8 nla nla
BCDL 10,0 Code FBC2004fTPI2002 (Matrix) Wind(LL) 0,09 6-8 >797 240 Weight 122 Ib
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
LOAD CASE(S)
Standard
BRACING
TOP CHORD
Structural wood sheathing directly applied or 5-5-15 DC purl inS
BOT CHORD
Rigid ceiling directly applied or 6-0.0 oc bracing
REACTIONS (Iblsize)
2
8
6
Max Horz
2
Max Uplift
2
8
6
Max Grav
2
8
6
FORCES (Ib) - Maximum CompressionlMaximum Tension
TOP CHORD
1-2
3-4
5.6
BOT CHORD
2-10
8,9
WEBS
3-10
4-9
5-8
NOTES (6)
1) Unbalanced rool live loads have been considered lor thiS
design.
2) Wind. ASCE 7,98; 120mph (3-second 9ust); h=16ft;
TCDL=4,2psl; BCDL=6,Opsl; Cate90ry II; Exp B; encloseel;
MWFRS gable end zone and C.C Exterior(2) zone; porch right
exposed; Lumber DOL=1,33 plate grip DOL=1 ,33, This truss is
designed lor C-C lor members and lorces, and lor MWFRS lor
reactions specified.
3) This truss requires plate inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been designed lor a 10,0 psI bottom chord live
load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) 01 truss to bearing
plate capable 01 withstanding 446 Ib uplift at joint 2, 398 Ib uplift at
joint 8 and 368 Ib uplift at joint 6,
6) Seqn. 22944, Date. 1 0/612005
81110-8,0
106710-8-0
24910-8,0
172(load case 6)
-446(load case 6)
,398(load case 7)
.368(load case 7)
811(load case 1)
1067(load case 1)
289(load case 9)
0141
-637/489
-661259
2,3
4,5
6,7
,1235n57
-6381492
0141
.51111071
.1841201
9-10
6-8
,51111071
-1841201
01266
01224
,928n17
3-9
5,9
-6151458
,308n52
FC"C: II\'-zC.
.i'v.''',:AI'heANKs AV~
VVIi\!TER PARK, FL 32789
OCT ij ., 2005
CP. # 888.6
J, LEE SM !TH, PE :# 36177
Job
27223 .
iTruss
~
Sf?-~ilding Supply-Sanford, Sanford, Fl 32771
C01
!
o
0-0-0
fO-O,O
10-0-0
5,00[12
T
3X4 -:;:.-
Truss Type
00081
Mon Oct 17 10,34:472005 Page 1
ROOF TRUSS
20-0-0
10-0,0
Scale = 1:33.0
.b5.:::::
~
~
~']9~",:~
10
T1
11
T
12
"
~
o
3X4 ~
20,0-0
20-0-0
LOADING (psI) SPACING 2-0-0 CSI DEFL In (Ioc) IIdefl Ud PLATES GRIP
TCll 20,0 Plates Increase 1,25 TC 0,08 Vert(ll) nla nla 999 MT20 2441190
TCDl 7,0 Lumber Increase 1,25 BC 0,06 Vert(fL) nla nla 999
BCLL 0,0 Rep Stress Incr NO WB 0,05 Horz(fL) 0,00 13 nla nla
BCDL 10,0 Code FBC2004fTP12002 (Matrix) Weight 95 Ib
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
OTHERS 2 X 4 SYP No,3
BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0.0 oc purlins,
BOT CHORD
Rigid ceiling directly applied or 10.0.0 DC bracing,
REACTIONS (Iblsize)
1
13
19
20
21
22
23
24
18
17
16
15
14
Max Harz
1
Max Uplift
1
13
20
21
22
23
24
18
17
16
15
14
Max Grav
1
13
19
20
21
22
23
24
18
17
16
15
14
83/20-0,0
83120-0,0
94120-0-0
99120-0-0
97/20"0-0
108120.0-0
57120-0-0
200120,0,0
99120-0-0
97120-0-0
1 08120-0,0
57/20-0-0
200120,0-0
92(load case 6)
-24(load case 7)
,16(1oad case 7)
.52(/oad case 6)
-61 (load case 6)
-63(load case 6)
,35(load case 6)
.118(load case 6)
.49(1oad case 7)
-62(load case 7)
-63(load case 7)
-35(load case 7)
,118(/oad case 7)
83(load case 1)
83(load case 1)
94(1oad case 1)
1 01 (load case 8)
97(load case 8)
108(load case 1)
57 (load case 8)
200(load case 1)
1 01 (load case 9)
97(load case 9)
1 08(load case 1)
57(load case 9)
200(load case 1)
FORCES (Ib) , Maximum CompressionlMaximum Tension
TOP CHORD
1-2 = -96140
TOP CHORD
2-3 .37169 3.4 -18184
4,5 -201104 5-6 -201147
6,7 ,201183 7-8 -201183
8,9 ,201147 9-10 -201104
10-11 -18160 11-12 .28129
12-13 -55126
BOT CHORD
1-24 0/79 23-24 0/79
22.23 0/79 21-22 0/79
20-21 0/79 19-20 O/7g
18-19 0/79 17-18 0/79
16-17 0/79 15-16 0/79
14.15 0/79 13-14 0/79
WEBS
7,19 .6710 6-20 ,74182
5,21 -711102 4-22 -771102
3,23 -48/69 2.24 -1341171
8-18 ,74182 9.17 -711102
10.16 ,771102 11-15 .48169
12-14 .1341171
NOTES (10)
1) Unbalanced roof live loads have been considered for this
design.
2) Wind. ASCE 7-98; 120mph (3,second gust); h=16ft;
TCDL=4,2psf; BCDL=6,Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone and C.C Exterior(2) zone; Lumber
DOL=1,33 plate grip DOL=1,33, This truss is designed for C.C
for members and forces, 'and for MWFRS for reactions
specified,
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"
4) All plates are 2x4 MT20 unless otherwise indicated,
5) This truss requires plate inspection per the Tooth Count
Method when this truss is chosen for quality assurance
inspection.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1.4-0 oc,
8) This truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 241b uplift at joint 1 , 161b uplift at "
joint 13, 52 Ib uplift at joint 20, 61 Ib uplift at joint 21 , 63 Ib uplift .J:..I2:;:';:b ioN.
at joint 22, 351b uplift at joint 23, 1181b uplift at joint 24, 491b ~fl/l NTER
uplift at joint 18, 62 Ib uplift at joint 17, 63 Ib uplift at joint 16, 35 \'of ~
Ib uplift at joint 15 and 118 Ib uplift at joint 14,
10) Seqn. 22945, Date.101612005
U ~<~,-CM
FAihbANK5 AVl':.
PARK, FL 32789
LOAD CASE(S)
Standard
()"r " i' 2~rl'"'
t t., I ( ~Ui1J:l
CA :# 8886
.L LEE SMITH. PE #36177
~7223 .
C02
ROOF TRUSS
Better Built CoJBumette Co
00091
Man Oct 17 19-a-ti 48 2005 Page 1
Job
Truss
Truss Type
.
Stock Building SU'?f-/l',1Tanlord, Sanlord, Fl 32771
.2-0-0
2-0,0
3-6-0
3,6,0
10-0.0
6-6-0
16.6'()
6.6,0
20-0-0
3.6-0
22-0-0
2-0-0
Scale = 1:39.6
"x5~
3><4"'~-
,~
5.00112 " ~
1 ' /;::::<?~-:
------------ .
2 ~_______
~ ~--:::=:=~
L.........--------- 3x5--;::-
6-(l.D
~~ 2M'"
I ~
i :~ ~
,~ --------~"-- ~
~~, a
~-------~~
~~
3x5 ~
:i:
N
11
10
3x4 =
3x4 =
0,0-0
0.0-0
7-0-0
7-0,0
Plate Offsets ex Yl' r20 215 01-81 [8021501.81
10-0-0
3,0-0
13-0-0
3-0,0
20-0.0
7-0.0
, ' , , - - ,
LOADING (pst) ! SPACING 2,0,0 CSI DEFL in (Ioc) Ildell Ud PLATES GRIP
TCll 20,0 Plates Increase 1,25 TC 046 Vert(ll) -0,2510-11 >914 360 MT20 2441190
TCDl 7,0 i Lumber Increase 1,25 BC 0,84 Vert(Tl) .0,3410-11 >684 240
BClL 0,0 I Rep Stress Incr YES WB 0,19 Horz(TL) 0,06 8 nla nla
BCDl 10,0 Code FBC2004fTPI2002 (Matrix) Windell) 0,11 11 >999 240 : Weight 98 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SYP No,3
8) Seqn 22946, Date.101612005
LOAD CASE(S)
Standard
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4-2.5 oc purlins,
BOT CHORD
Rigid ceiling directly applied or 8-7.12 oc bracing,
JOINTS
1 Brace at Jt(s). 12
REACTIONS (Iblsize)
2
8
Max Horz
2
Max Uplift
2
8
1139/0-8-0
113910-8-0
142(load case 6)
-4oo(load case 6)
-400(load case 7)
FORCES (Ib). Maximum CompressionlMaximum Tension
TOP CHORD
1.2
3.4
5-6
7-8
BOT CHORD
2-11
8-10
WEBS
5.12
6.10
6-12
7,10
0141
-1952/642
.4441245
,2037/734
2,3
4,5
6-7
8,9
,2037/734
.4441245
-1952/642
0141
.50311790
-50311790
10,11
,36811780
-81135
01416
-13991474
-1171179
4,11
4.12
3-11
01416
.13991474
.1171177
NOTES (8)
1) Unbalanced roof live loads have been considered for this
design,
2) Wind. ASCE 7.98; 120mph (3-second gust); h=16ft;
TCDl=4,2psl; BCDl=6,Opsl; Category II; Exp B; enclosed;
MWFRS gable end zone and C-C Exterior(2) zone; lumber
DOl=1,33 plate grip DOl=1 ,33, This truss is designed lor C,C lor
members and forces, and for MWFRS for reactions specified.
3) This truss requires plate inspection per the Tooth Count Method
when this truss is chosen for quality assurance inspection.
4) This truss has been des'gned lor a 10,0 psI bottom chord live
load nonconcurrent with any other live loads
5) Ceiling dead load (5,0 psI) on member(s) 4,12,6.12, Wall
dead load (2,5psl) on member(s)4-11, 6-10
6) Bottom chord live load (40,0 psI) and additional bottom chord
dead load (0,0 psI) applied only to room, 10,11
7) Provide mechanical connection (by others) of truss to bearjng
plate capable 01 withstanding 400 Ib uplift at joint 2 and 400 Ib
uplift at joint 8,
ESG. If'I=.
1~P9 W. FAlfdtfH.Jt<!3 AVc...
WINTER PARK, FL 32789
OCT 1 7 2005
CA :# 8886
j~ lEE SM 'TH, PE =1ft 36177
n
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105763
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PERFORMANCE BUSINESS PRODUCTS, INC. 813-71G-8008 FAX 813-719-7010
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FLORIDA
5-G11o\
WATER ACCT, NO,
DATE / /-;;7~- 05-
~~~i:~G?~~.,/! (J~~-t ~
MAILlN~O~op ItJ~r
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SERVICE ADDRESS 1 . <:;1 ~QT 1.:2-
O \Ct WATER
SHUT OFF SERVICE ~
TURN ON SERVICE l(
INSTALL METER \pi
READ METER 0
CHECK METER 0
OTHER 0
o SEWER
o GARBAGE
~IN CITY
o OUT CITY
~ No. OF UNITS
_ DEPOSIT AMOUNT
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-}JI tJ~ ~L~
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WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN .BV
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office,
.. "
,
OWNEQ ..ki- ~. ~
RENTE ~ :..ut
MAILlNGGO.a~ /0&9
;-;r~L6 ~~5g9
SERVICE ADDRESS 5"/ S-I (.t!II.A#~~~_ k /~
'-r WATER
o SEWER
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WATER ACCT. NO,
SHUT OFF SERVICE
TURN ON SERVICE
INSTALL METER
READ METER
CHECK METER
OTHER
, ,
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105763
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PERFORMANCE BUSINESS PRODUCTS, INC. 813-719-8008 FAX 813-719-79111
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FLORIDA
G: bcr~5
DATE /J- ,t; :2-1) .!:>-
.
(2Emf7~ 4 ~
o
J
o GARBAGE
~
IN CITY
o
o
o OUT CITY
.. :.\;.
I
_ No. OF UNITS
o
_ DEPOSIT AMOUNT
f/ ~T6?*
_ AMOUNT lAST Bill
_ DATE
_ MISC. CHARGE
,
WORK COMPLETED BY
& DATE COMPLETED
ORDER TA~N BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office,