HomeMy WebLinkAbout18-19724 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19724
BUILDING PERMIT
PERMIT_INFORMATION LOCATION INFORMATION
Permit Number: 19724 Address: 39449 LINCOLN AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: LINCOLN HEIGHTS
Est. Value: Parcel Number: 12-26-21-0280-00000-0350
Improv. Cost: 15,000.00 OWNER INFORMATION
Date Issued: 7/24/2018 Name: GUILARTE SAYNIEL
Total Fees: 172.50 Address: 3613 W HAMILTON AVE
Amount Paid: 172.50 TAMPA FL 33614-4055
Date Paid: 7/24/2018 Phone: 813-838-6565
Work Desc: REPAIR (3)TRUSS DUE TO FIRE DAMAGE
CONTRACTORS APPLICATION FEES
REMO TECH REMODELING BUILDING FEE 172.50
D
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies.
"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."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
o lSu"
/� rc��nniun
rk.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Arco
Date Received:
Site:
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
Ij
' J
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer— s Examiner Date ontractor and/or Homeowner
(Required when comments are present)
813-780-UU20 City of ZephyrhiliS hermit Application
Building Department
Date Received:' _ . 0' Phone Contactforpermitting
Owner's Name S� to e V ti d e Owner Phone Number 13 $3Liz 5
Owinees Address. `� l l�� (i, td l h ff v(' Owner Phone Number'.
Fee Simple Tltleholder'Name'` Owner'PBone'Number, . '
Fee Simple Titleholder Address S°t'v-1 C
JOB ADDRESS .Sa e LOT#
SUBQIVISION A PARCEL ID#:
(OBTAINED FROM PROPERTY-TAX NOTICE)
WORK"PROPOSED NEW'CONSTWp ADD/ALT L] SIGN' C] Q" DEMOLISH
f e. INSTALL AQ °REPAIR
PROPOSED;USE• Q SFR " "COMM' Q OTHER
TYPE`OF CONSTRUCTION �. BLOCK Q FRAME. 0 STEEL
DESCRIPTIONbF WORK r r J
-BUILD FOOTAGE ; HEIGHT.•
C) J......I.
QBUILDING Uv VALUATION'OF TOTAL CONSTRUCTION
=ELEC,TRICAL AMP SERVICE Q PROGRESS ENERGY 0 "W.R•E.C.
PLUMBING. $ Z54
QMECHANICAL $ VALUATION OF MECHANICAL.INSTALLATION x
=GAS Q. ROOFING. Q SPECIALTY. Q OTHER �{D
11 d
FINISHEDTLOOR ELEVATIONS FLOOD ZONE AREA YES NO l:�
:BUILDER COMPANY e�&Te c tj
SIGNATURE �'� REGISTERED Y"/ N;:..' ; FEE:CURREN
'�
Address "License:#' :C IQ j D
"`ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N fEE;CURREh. .
Address' ' - :License#,.
PLUMBER4„ "COMA ANY;;
SIGNATURE"+ REGISTERED ., Y/ N::' :_ FEE CURREK: Y/N
Address. ....License#' ~ ..
MECHANICAL :.C,OANPAPIY.
SIGNATURE"'' `` REGISTERED Y/'•N FEE CURREI, Y./.N
Address>r.:. License.#
COMPANY
'$IGNATUiZE REGISTERED Y/':N FEE CURREf.` Y/N
777
>:. _
Addresx
•
- "License°#
.".. cv; q; •- ..- .-, .. .:.a"a;-x;...r._ ,:�..:'YS':.I:a?iJr.�,.,.a:.''".'yp';?n..1�.Y';F.c.�.4;:;.:. •,..F --
-:RESIDEPITIALr,x, ;Attack,(,2 Fot,P.,lans,.(2)sets.of8uildingplans (1)isetofEn'ergyFornis;R-O-W;Permlt:fornew.constiuction;
�.
y,r rfi yr'_;IViiAi{[IURtaten(1U)iyr4�kingpdaysafter$ubrlaittaidate.`+Required'pnsife Constructlorr Plans Sto[iiLlwater Plans w/SiltFence.installed;
Sariitary;l=�acilif es,&f 1tidumpstef;51 Work Permit for sutidiv�sio*I0.r+g9,vN acts
�:C.OMINERCIAL Attg ;'j2)'complete's'ets'ofBuilding�Pian's"plus a'Life Safbt'Page;(1)set of Energy4Forms.R-O-W Permit for new construction.'
Minimum tern(10)working,days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Ferroeinstalled,_
Sanitary Facilities&.1 dumpster_Site Wo11C Permitfdt ail-, dW`p+o ects.All commercial requirements must meet compliance
;SSIGN-P1~RN�IT -AttacTi`( "sets;of Eiagtneered;Flans
""PROPERTY SURVEY regulredfor,all,NEW construction.. .
Directions:
R`f`=. 'Fill=out:application completely.
;Owner.&-Contractor-sign:back-of application,notarised
ri If"ovflv 2500-a Notice-,.' ;Commencement is required. (A/C upgrades over$7500)
;,..:•.:.;i�gent(fdr°tlie'cunt[actor)dor'PoWer,�of'Attomey'(for'the owner)Would tie someone with notarized letter from owner"authorizing same
-
THE'COUNTER PERIIAIT rIN_G:...: :•:,:.(copy of contracLrequired)
>:Rerogfs ffaFi1 016E Sewers Service Upgrades A/C ' . Fences(Plot/Survey/Footage)
Drlveways-Not over Counter if on public'foadways::needs ROW
t
NOTICE.OF DEED RESTRICTIONS: .The undersi nedunderstands,:.that;this• .ermi t.may.be subject d
:.`gr,w: :4. ,;.,�..,�,y to:�. eedA�res`tdcfohs•„,:-:
•.� ;.:A• �.:�� ;n,=�x>,^'.i' via: ..--,:�,.r.._�;' cc,A,*2...-r_
which{ttta�t b`e:`morerrestrictive#han>Cdoir),agulatlons - i'hvwrl,arsi`"4 e,-44surries Tes on I lit :_for}corgi '[3ance v i#h:an.
pp es#rietions. 9n pY - #? y:
a licable deed r
UNLiCENSEO. CONIRACTOR$'ANG CONTRACTOR RESP:�INSIBILLTIESr - if tkie=owrrei 4as lira'd'azcoritractor'or
contractors-to undertake work #hey,rnaybe:required}to bet:iicansed in accordance with state:and
re ul fionsur
. '. s:requred." y` w thew eElte or .misdemeanrcontraatar.isnot;license l laiN m Violat an. .
,.x.. .
understate law. If the owner or.lntertcted co tractor_-are uncertain as,towhat:.licensing:rer��rMeerentsSMay,PaP'pty fi r tfite u-
intended workrahey:'are advised#a con"tactRthe.Pasco County"B:uifdirig:liispec>ionaa�visior -Licensing Section'at 727=84?-' '•
80.09:1-Furthermore, .if the owner has"IZired`a� c6ntractor'or contractors, tie is advised to;have`thg<cafitractor,;(s) sign„ K::;
portions of the contractor Block",of this applicatiom for whhich..they..will:be,.responsiblev-Y if ybu,,.as tfie:wo",nar`sign'as'�1h'ee:---
contractor, that maybe an Indication•that:he='is not propetly-licensed and'is not entitled to permitting privileges lrr Pasco
County.
TRANSPORTATION,IMPACTIUTILITIES-,IMPACT AND RESOURCE RECOVERY"FEES:"The undersigned.understands:-. . r
that Transportation Impact Fees and Recourse Recovery Fees'Fnayr'apply xo the_constcuction•.of new.,.b.,uildirigs;--ctia`n'
use iri texistfrlg"tiu`tidings, or:expansion<itif=:eX(sting,bufidings, as specified in Pasco County Ordinance number:89-07 and
90-07,J as amended. The,Undersigned'also.understands;that such;fees, as.rnay bp:due will t% identified-at theg.tinh"erof.4.
permitting. 1# is further understood tliatTransportation Impact Fees arid 0*urc6.i ddovery:F+ees must be pafdprior::to
receiving a."certificate:of-occupancy" or final;,,power release: if the,projeet:does not=involve:a`c itificate of.occup lr cyYoc"
final power release;:the_fees-Must:be,pafd prior.to perciit-issuance..._Furfliermore,.:If.Pasco;County Water/Sewgr-impact.'.
fees are due;.:tiey must.be;paid prior to:permlt:issuance.in accordance_With!.applicatle:adasco County ordinances.
C4NSTRUCTIN.LIEN GAW(Chapter?73;`Florida Statutes,a$amended); If valuation of work is$2,5Ot?;QO oxmore;sj
"t:-
certify'that 1, the applicant, have,been.Yprovided-with -a .eopy:,of-the. "Florida -Construction::.-Lien-:i au iorneciwner's..
Protection Guide" prepared by`ihe Florida:Department of Agriculture and Corlsumer:Affairs. if the applicant is;someone_,..
other than the"owner",:i certify that:C.have of tainedta copy of the;above°;desc i6etl arum ,t and:;pramise=in°:good'fa
deliver,i#,to`tlief.-:owner,.-!j or:to:commdn,erht: '
CONTRACTORMIOWNER'S AFFIDAVIT..=-.1 certify,-that-all--the irif6rin4tion-16 this application is accurate and'that'atf work
will be;done in compliance with all applicabl0ai ws._regulatfng construction, zonfragand;land-,_development. Application„Is.
herebyl made to:obtain.-.&,permit:tq do;.work-and.--installation..as'=indicated: 1:certify that no work or-Instalta 1&i-Ihas
commenced pnorto Issuance:of'a permit and-that all work will be performed;'
erformed to meet;standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations'in:-the jurisdiction.•"�l:°also
certify that I understand,that the regulations of other government agencies may a'pAly_to.the-Intended work, and that'it is
my responsibility to identify what actions.I,must.,take,to;be.in,.compilanae r.Such•agencies include°but;are not;lirrited to:
Department,of EnvironmehW Rrotectiari=Cypress B'ayheads;'Wetland Areas and EhAronmeritally Sensitive
;.
Lands,WaterMastewater Treatment.
- Southwest Florida Water Management District-Wells;```Cypress .Bayheads,• Wetland Areas, Altering.
Watercourses,
Army Corps of Engineers-Seawalls, Docks;Navigable Waterways.
Department;,of Health &:Rehabillta#ive,Senrlces/Environmental: Health Uni#=Wei1s, Wastevvter:Treatment,
�l„i
sepflw= arks.: . ... .
US Environmental Protection Agency-Asbestos-abatement.
Federal_Aviation:,Authoz ity:Ruriv�iays:
understand thatjahe following`restrictions apply to-the use of fill:
Use of fill.Is,not,ailowed in-Flood Zone°V"unless expressly permitted.
If the fll'.'.matei7ah is to°be used in Flood Zone "A", 'it is understood that a•drainage plan addressing.,a
"compensating volume" will be-submitted,at time of permitting which is prepared by a professional engihe'er
licen*ed-tiyr the=State,.ofrFbrida. .
- If-the fill 'Material,:is'to be used in Flood Zone "A".in connection with a permitted building using..stem wall.:
construction, Lcertify:thatfill-'Will-be used only to fill the=area within#he:stemvAll. .:. : : s
- If fill material-"fs to -,be used in any area, I certify that use of such.-fill will not adversely affect-adjacent_.-,..
Properties. if.use of fill:is found;to adversely-affectsadjacent properties, the owner may be cited for.violata-
g;itos,ofthe6ldinpermtlssued uthecond rider the attached:..permit_application, for:lots less--than one (1)
acre which-are el®vated by fil(.an engineered drainage plan is required.
If I am..the,AGENT:FOR-THE.OWN.ER (,-promise in good faith to inform-the ownerof.:the;per-Mitting-conditions,set forth in
this affidavit,prior t"o"commencing construction; '•1-understand.that,a..separate permit may be required for electrical.work;:...
plumbing, signs,.welts,.,pools, air aconditioning,-rgas,::.orrotfis ions not specifically Included In the applica#lo i: .A.;,
permit issued shall be construedtto be a'license�'to':proceed'with•the,worK,and-not-as:'authorsty-to,vi.616W.can6el, alter,;or
set asi&4riy provlsionib'tfie technical codes, nor shall issuance of a permit prevent the Building Official from thereafter. -r
requiring a,correction of>errors=ln plans;�construction:ar:-violations-of,any<codes: Every per mitissued.shall beoame invalid
unless"the work authorized bysuch permit is commenced within,sixrmonths of permit Issuance;or if work authorized by-
the permit ls-suspende,d:;orabandoned.fore--period4of six-(6)"maciil i.;,iier the time the work is commenced. An extension Y'
may be.;requested,:an.writing;.from.,the Building Official for a period:not to siFceed ninety(90)"days and~will demonstrate
justifiable cause forthe extension.,lf,wo_rk:ceases for ninety(90)consecutive days,the job is.considered abandoned:
_._.
WARNING'_TO"OWNER:_:YOUR:FAILUR;E�TO.:RECOiZD A::NOTICE.OFY;COII(IMENGEMIvNT'MAY-RESULT IN 1ft?UR
,.:....
PAYING:, . CE,`FQR t t?.`t11FE N7' 'I'CS,YQ,UI RROPi RTY.;:1F YO.E3 INTEN TOryOB'pA1N FINANCING"`CO Lt
,:,...,,. :.u.,,. .. :Ywt..0 ......._; ...,.. .. ........ . . NSU
WITH YOUR'LENDER OR AN ATf4RN BEFORE"REC..O.RD'ING YOIfR NO "CE O'F=C'O'MNfENditA T:
FLORIDA JURAT:.(F:S::3:1:7:43�•_=.: ..,,: ;.:.. .. . . .... .. ... :...::::::..:.: ,
OWNER OR AGENT. . . CONTRACTOPIQ
Subscribed and'sworn to(or affirmed)before me this Subscribe and sworn be me`thls
by !Y__r311� by.- G L-d ✓l i
Who Is/are personally known•to,me.or has/ ave._produced wh ar e. Wally kriown., 'me•or has/have produced:
ideritiflcation. ' gt L,!`Ce n50 as IdentiRcailan. _
Notary' Public otary Public
JArOU I
Commission No. Com 3s on No gY'4 ': n#FF 150422'
�. )€ Expires i)ecemoer.14 'To+s
•• O' Bod.d Thor Trny Fads Insuranaa 0�@
Name of Notary typed,printed or stamped Name of Notary type
s
This space for the by Clerk of the Circuit Cowie*. 0. V , .1 _
NOTICE OF COMMENCE11 INT I 2018124217 I�III II�I�II�II�I�I�II��I���II I��1II�I
Permit Number:
Tax Folio No. V -a - 1 —EJ 319 '00CDOC -Dr3 5 D
The•mtdtnigmd.hereby-gives notice that-bnprovemeots.wallbemade-to certain real property,and in accordance with Section 713.13 of the
Florida Statutes,the following Information Is provided In the NOTICE OF CONDM NC
i
1. Legal Description of property(street addrass required): f 11 t:D L r ' - A(J S 998 (3
a 5L
2. General description of improvements:
32. .Owner Name: I A )G ✓'` ff-i
Owner Address•
3b. Owner's interest in site: e r c"
N A A t9
3c Fa Simple Titic.holder.(ofpther 6m owner) r
Address: <<� _ � J O1 (I
OD
4. Contractor Name: G tM b C L L.G of e, .A I
Address: I cl 01 4 ci , e, 1 � m °D'
5. Surety Name: Amount of bond: 3
Address: /I Phone: n
.6. Lender Name: /// Contact O i
Address: Phone: 00
7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by n
� t9
Secti6h 713.13(l)(a)7,Florida Stitutdd. @
Name: Re&e 161,1 Ad e Address: J�a 13
Phan.Number: I 1 -
8. In addition to himself,Owner designates the following person to rewivts a copy of the Lleator's Notice as provided in Section
713.13(1)(b),Florida Statutes.Fl 'y
Name: /Y /� Address:
Phone Number:
9. Expiration date of No9tice of Commencement(expiration date is one(1)year from date of recording unless a different date is
specified). 1V/T
WARNINGTOOWNER-ANY PAYMENTS MADE➢Y THE OWNERAFT'YR THE EXPIRATION OFTHENOTICEOFCOMMENCEMENTARE II
CONSWEREDiMPROPER-PAYMENTS-INM CHAPTER 713,PART L SECTION 713.13,-F WRIDA•SrAMES,AND CAN-RESULT-IN-YOUR I
PAYING TWICE FOR EUPROVEMFNTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WIfH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOURNOTICE OF COMMENCEMENT.
SignobJ6 of Owner or Lessee,or Owner's or Lessee's Authorized Officer Director/Partner/Nianager
Signatory's TitlatOffice
STATE OF FLORIDA
COUNTY OF i LLS11QRQ rnu PA SC CY
The.foregoing instrumant was•admowledge before me-this 673 day of -T V C y 2019
by RgFi1EL Tef2R60.0 ,as for r.
Personally Known OR Produced Identification D. L-
Typeofldentitication-ProEuced aC•
i ah--Notary Public
Unddf penalties of perjury,I declUe that I h Ve read the fafegoiisg and that the[sots stated in it ate tale W the hest ofihy knowledge and bebet I
1
Signature of Natural Person Signing Above �610"or
% PATRICIA L JOIi>\S ON
(A copy o'mybmdastbemcnod.e,oatimecfremdmsmo(mhwtireofCw.m=an) p� iv!"C01-!N!!9SV,< FF135P6ft 39Mv2012
PRULfl S.01NEIL,Ph.D.PpSCO CLERK & COf1PTROLLER\ P�oFrc� E\1'll ES:prccmber28,2018
Of 1 •f�yY,�rb.f•enMMAFin/Wtf^'
07O2
BK 19761 m PG 1185
STATE OF FLORIDA, COUNTY OF PASCO �Vp1C1A�CAR
THIS IS TO CERTIFY THAT THE FOREGOING IS
TRUE AND CORRECT COPY OF THE DOCUMEN
ON FILE OR OF PUBLIC RECORD IN THIS OFFIC
*A ..
D FICIAL SEAL THIS JnGodlve7rust
F U 2 1 I �
COMPTROLLER * 1887
DEPUTY CLERK tS• • • QP?q ®F�o�
r
t JJ
Trussway Manufacturing Inc.
Engineering Department
9411 Alcorn St.,Houston,TX 77093
(713)6916900
8850 Trussway Blvd.,Orlando,FL 32824
(407)857 2777
Re: 020518RP02
The truss drawing(s)referenced below have been prepared by Trussway Manufacturing,Inc.under my direct
supervision based on the parameters provided by Trussway-Ft.Worth. '44L We.'
Pages or sheets covered by this seal: R146238 thru R146239 Al�3�� P r]NZ4 C
My license renewal date for the state of Texas is March 31,2018. ��r%7����e tlD�U/4
COAV gill .
rAt
®o®%Vk
®S�P�E O F
*' •' *�
OIQBAL•H:A.•GAGAN�
��• 81300 .•�4�
c S Aw
February 7,2018
Iqbal Gagan
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown.
Job • Truss Truss Type �Qty Ply SAYNIEL VSD
020518RP02 R01 MONO TRUSS 1 1 R146238
Job Reference(optional)
Trussway Manufacturing Inc., Houston,TX 8.030 s Apr 212017 MiTek Industries,Inc. Mon Feb 0512.55:04 2018 Page
ID:ee?DkHflD?433sXTEfokYAzyS5S-HOuXOIoTmGuOQIKT1QZziaug2rAsljGGwdHj3Pzo8 r
i 7-0-7 135� 20-2-7 26-8-0
7�7 64-13 E93 65-9
Scale=1:52.5
MISSING 2' OF TRUSS. 4.00 12
ATTACH "112" 2x4 SP No.2 JACK SCAB
REFER TO ATTACHED-R02"REPAIR O EACH FACE OF TRUSS(AS SHOWN)
FOR DETAILS REQUIRED. WITH 10d(0.148"x3')COMMON WIRE
NAILS @ 1 ROW(S) 3'O.C.ON EACH 3x4
SIDE,IN ALL MEMBERS.
C D
O
B W3
N 5
A w
N
4x4= K J L I H M
G
3x4= 3x5= 3x5= 3x5=
9-0.0 18-0-9 2 -0
9.0-0 941.9 '6.86-8
Plate Offsets X Y— A:0-3-2 Ed e
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 A-J >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.51 A-J >626 180
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 G n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:141 lb FT=20%
LUMBER- NOTES- (5-8)
TOP CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=l IOmph(3-second gust) FIELD REPAIR DETAIL.
BOB CHORD 2x4 SP No.2 Vasd=85mph;TCDL=5.OpsF,BCDL=5.Opsf;h=25ft;Cat.
WEBS 2x4 SP No.3
BRACING- (envelope)11;Exp B;Encl.,GCpi=0.18;MWFRS gable JACK TRUSS UP WITH TEMPORARY SHORING
end zone and C-C Intedor(1)zone;Cantilever left and TO A ZERO DEFLECTION PRIOR TO REPAIR.
TOP CHORD right exposed;C-C for members and forces&MWFRS PROVIDE TEMPORARY SUPPORT TO HOLD
Structural wood sheathing directly applied or 2-5-3 oc TRUSS MEMBERS IN PLACE DURING AND
pudins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip UNTIL REPAIR HAS BEEN APPLIED.
BOT CHORD DOL=1.60
2)This truss has been designed for a 10.0 psf bottom
Rigid ceiling directly applied or 2-2 0 oc bracing. Chord live load nonconcurrent with an other live loads. THIS REPAIR O BASED ON INFORMATION
WEBS Y RECEIVED FROM CUSTOMER.
1 Row at midpt F-G,E-G 3)Provide mechanical connection(by others)of truss to IT IS THE RESPONSIBILITY OF THE BUILDING
bearing plate capable of withstanding 60 lb uplift at joint INSPECTOR&CONTRACTOR TO VERIFY THE
A and 142 lb uplift at joint G. ADEQUACY OF THIS REPAIR TO MEET
REACTIONS. (Ib/Size) THE FIELD CONDITION.
A = 105510-3-8 (min.0-1-8) 4)This truss has been designed for a moving
G = 1055/0-3-8 (min.0-1-8) concentrated load of 50.0Ib dead located at all mid THIS REPAIR DOES NOT IMPLY THAT
Max Horz panels and at all panel points along the Top Chord and THE REMAINING PORTION OF THE
A = 245(LC 8) Bottom Chord,nonconcurrent with any other live loads. TRUSS IS UNDAMAGED.THE ENTIRE
Max Uplift 5)NOTE: Refer to the attached Trussway Notes, TRUSS SHALL BE INSPECTED TO
A = 60(LC 8) Appendices and T-1 sheet for more information. VERIFY THAT NO FURTHER REPAIRS
G = -14(LC(LC 6)NOTE: All truss and component designs utilize ARE REQUIRED.
manufacturer published connector design values and ^
FORCES. (lb) rules-writing grading agency published lumber design
Maximum Compression/Maximum Tension values all in accordance with truss design software
TOP CHORD requirements and the applicable edition of ANSVTPI 1.
A-N = -2540/140 B N = -2487/151 Where Southern Pine lumber is specified,Supplement ®�I®®
B-O = -2258/106 C-O = -2194/116 No.13 to the 2002 Standard Grading Rules for 0 F 7-F®�
C-D = -1133120 D-P = -1124/31 Southern Pine Lumber and its provisions andaw
Q` aQf E-P = -1017/42 E-Q = -81/0 appendices shall apply. i C' ,•• •, ��
F-Q = -25/39 F-G = -153l53 7)NOTE:The truss design accounts for IBC Section
BOT CHORD 903.3.1 and NFPA13,NFPA13R or NFPA13D *••
compliance requirements relating to a 250 LB short ;,••,,°
A-K = -345l2361 J-K = -345/2361 term(cd=2.0)installer load to be supported at a
J-L = -23211573 I-L = -232/1573 ® I Q B A L H.A. GAGA N
_ 3 H-M = -116f784 hanger point on top chord or by two trusses on bottom
G-M = -1 61784 chord,non-concurrent with other live loads. •• •�
° 81300
WEBS 8)NOTE: The seal on this drawing indicates acceptance ,p.• °Sri
B-J = 421/142 C-J = -27f/24 of professional engineering responsibility solely far the �� D,t� C E N S�O°`�<v�4
C-H = -779/157 E-H = -14/766 truss component design shown.
E-G = -1134/169
February 7,2 18
®WARNING-Verily design parameters and READ NOTES ON THrS AND INCLUDED mmuc REFEREArcEPAGE I119-7473 BEFORE USE Engineering Department !
Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component 9411 Alcom SL
Applicability of design parameters andproper inco ration of component is responsibility Houston,TX 77093
pp al t pa only.
m bracing
to Ins of building designer-not truss designer.Bracing shown (713)6916900 is for r.Ad support ei Individual web members only.Additional reis temporary hredng to Insure stability during construction is the responsibility of Ore 8850 Trussway Blvd.
erectors n,quality permanent age,de iv the overall structure is the responsibility of the building designer.For general guidance regarding Orlando,FL 32824
fabrication,quality conbol,storage,delivery erection and bracing,consult ANSUTP11 Quality Criteria,BSB-89 and BCSII Building Component (��8�/2777
Safety Information available from Truss Plate Institute,583 D'Onoldo Drive,Madison,WI 53719.
f a
Job Truss Truss Type Qty Ply
020518RP02 R02 MONO TRUSS 1 1 LbR146239
Reference o tionai
Trussway Manufacturing Inc.,Houston,TX 8.030 s Apr 212017 MiTek Industries,Inc.Wed Feb 07 09:12:17 2018 Page 1
ID:ee?DkHOD?433sXTEfokYAzyS5S-Vvm9H6N6304Uu5CPkhS54Xdfs000yMkPUWjOwzna8i
7-9-0 13-M 16-0-0
7-9-0 5-9-0
Scale=1:30.9
6x12 =
REFER TO ATTACHED "R01" REPAIR C
FOR DETAIL REPAIR REQUIRED. N
4.00 12 M 2x4 II
D
1.5x4
B
T fill
3
L 4
5 �
��A
ml
0
I H G J K E
3x5 3x5 = 3x4 = F
1.5x4 II 5x8 =
9-0-0 13-6-0 17-"
9-0-0 4-6-0 4-2-8
Plate Offsets X Y— E:0-2-4 0-1-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 A-H >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.46 A-H >347 180
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 F n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight:86 lb FT=20%
LUMBER- NOTES- (6-9)
TOP CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered for FIELD REPAIR DETAIL.
BOT CHORD 2x4 SP No.2 this design.
WEBS 2x4 SP No.3*Except* 2)Wind:ASCE 7-10;Vult--110mph(3-second gust) JACK TRUSS UP WITH TEMPORARY SHORING
W4:2x4 SP No.2 Vasd=85mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; TO A ZERO DEFLECTION PRIOR TO REPAIR.
BRACING- Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) PROVIDE TEMPORARY SUPPORT TO HOLD
TOP CHORD TRUSS MEMBERS IN PLACE DURING AND
Structural wood sheathing directly applied or 4-10-5 oc gable end zone and GC Interior(1)zone;cantilever left UNTIL REPAIR HAS BEEN APPLIED.
purlins, except end verticals. and right exposed;C-C for members and farces&
BOT CHORD MWFRS for reactions shown;Lumber DOL=1.60 plate THIS REPAIR IS BASED ON INFORMATION
Rigid ceiling directly applied or 6-0-0 oc bracing. grip DOL=1.603)This truss has been designed for a 10.0 psf bottom RECEIVED ESPONILL CUSTOMER.f THE BUILDING
chord live load nonconcurrent with any other live loads. INSPECTOR&CONTRACTOR TO VERIFY THE
REACTIONS. (lb/size) 4)Provide mechanical connection(by others)of truss ADEQUACY OF THIS REPAIR TO MEET
A = 474/0-3-8 (min.0-1-8) to bearing plate capable of withstanding 39 lb uplift at THE FIELD CONDITION.
F = 92210-3-8 (min.0-1-8) joint A and 99 lb uplift at joint F.
Max Ho¢ THIS REPAIR DOES NOT IMPLY THAT
5)This truss has been designed for a moving
A = 102(LC 12) THE REMAINING PORTION OF THE
Max Uplift concentrated load of 50.0Ib dead located at all mid TRUSS IS UNDAMAGED.THE ENTIRE
A = -39(LC 12) panels and at all panel points along the Top Chord and TRUSS SHALL BE INSPECTED TO
F = -99(LC 9) Bottom Chord,nonconcurrent with any other live loads. VERIFY THAT NO FURTHER REPAIRS
Max Grav 6)NOTE: Refer to the attached Trussway Notes, ARE REQUIRED.
A = 501(LC 23) Appendices and T-1 sheet for more information.
F = 922(LC 1) 7)NOTE: All truss and component designs utilize
manufacturer published connector design values and o
FORCES. (lb) rules-writing grading agency published lumber design
Maximum Compression/Maximum Tension values all in accordance with truss design software Q ®®®®
requirements and the applicable edition of ANSI/fPI do
TOP CHORD s OF y Q
A-L = -819/69 B-L = -746/81 1. Where Southern Pine lumber is specified,
Supplement No.13 to the 2002 Standard Grading
B-M = -005/14 C-M = -22/31 Rules for Southern Pine Lumber and its provisions
GF = -59/25 8 C-N = -131/ and appendices shall apply. ® a s••°°i4�®
D-N = -59/25 D-E _ -131/43 9- .
BOT CHORD 8)NOTE:The truss design accounts for IBC Section ................ ..
903.3.1 and NFPA13,NFPAI3R or NFPAI3D
A-1 = -132/716 H-1 = -132f716 �i 1 Q B A L H.A. G A G A N
G-H = -153l72 G J = -153/72 compliance requirements relating to a 250 LB short . .......... .. •0
F-J = -153/72 F-K = -145/69 tens(cd=2.0)installer load to be supported at a -p. 8130 °�®
hanger.point on top Chord or by two trusses on °<C/�
WEBS bottom chord,non-concurrent with other live loads. � O� 7(,+E N S5-.
B-H = -451/143 C-H = 81/828 9)NOTE: The seal on this drawing indicates 7p.••��C9,o!
GE _ -111/238 acceptance of professional engineering responsibility NAL
solely for the truss component design shown. FS+S®®®®®
February 7,2018
®WARNING-Verify design parameters and NEAR NOTES ON THISAND INCLUDED WITEKREFFRENCEPAGE 74738ffORE USE Engineering Department
Design valid far use onlywith MTek connectors.This design is based only upon parameters shown,and is for an Individual building component 9411 Alcorn St.Houston,7X 77093
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown Houston,
on,69DD
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 8850 Trussway Blvd.
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Orlando,FL 32824
fabrication,quality control,storage,delivery erection and bracing,consult ANSUTPII Quality Criteria,DS8-89 and BCSII Building Component
Safety Information available from Truss Plate Institute,583 D'Onofio Ddve,Madison,WI 53719. (407)8572777
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
3/4' Center plate on joint unless x,y Damage or Personal Injury
offsets are Indicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.
Apply plates to both sides of truss diagonal or X-bracing,is always required. See BCSI-131.
and securely seat.
2. Never exceed the design loading shown and never
ID 1 2 3 stack materials on inadequately braced trusses.
TOP CHORDS
C1-2 3. Provide copies of this truss design to the building
designer,erection supervisor,property owner and
❑ WEBS 4 all other interested parties.
0 0 4. Out members to bear tightly against each other.
3:
•For 4 x 2 orientation,locate 0 =
plates 0- 'lid'from outside a. 0
0 Q. 6. Place plates an each face of truss at each
edge of truss. cm 0 joint and embed fully.Knots and wane at joint
C7.8 BOTTOM CHORDS locations are regulated by ANSIITPI 1.
•This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from
required direction of slots in the environment in accord with ANSIfTPI1.
connector plates. 7. Unless otherwise noted,moisture content of lumber
Plate location details available in MITek 20120 shall not exceed 19%at time of fabrication.
software or upon request, JOINTS ARE GENERALLY NUMBEREDILE77ERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO & Unless expressly noted,this design is not applicable for
PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the
The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to
4 x 4 perpendicular to slots.Second camber for dead load deflection.
dimension Is the length parallel
to slots. 10.Plate type,size,orientation and location dimensions
CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11.Lumber used shall be of the species and size,and
Indicated by symbol shown and/or
BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that
specified.
by text In the bracing section of the
output. Use T,I or Eliminator bracing ICBO 4922,5243,5363,3907 12.Top chords must be sheathed or purlins provided at
if indicated. spacing shown on design.
SBCCI 9667,9730,96048,9511,9432A
BEARING 13.Bottom chords require lateral bracing at 10 ft.spacing,
or less,if no ceiling is installed,unless otherwise noted.
Indicates location where bearings
(supports)occur. Icons vary but 14.Connections not shown are the responsibility of others.
reaction section indicates joint
number where bearings occur. 15.Do not cut or alter truss member or plate without prior
approval of a professional engineer.
Industry Standards:
16.Install and load vertically unless indicated otherwise.
ANSIrrPI1: National Design Specification for Metal M iT 4,Wake
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSII: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll.7473 @ 2004 MiTek@