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HomeMy WebLinkAbout18-19294 r CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19294 z BUILDING PERMIT PERMIT INFORMATION = LOCATION INFORMATION Permit Number: 19294 Address: 37501 MARTINDALE AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: VALLEYDALE RO ASSOCIATION Est. Value: Parcel Number: 03-26-21-0170-00000-OGAO Improv. Cost: 4,000.00 OWNER INFORMATION Date Issued: 2/12/2018 Name: VALLEYDALE RO ASSOCIATION INC Total Fees: 90.00 Address: 37501 MARTINDALE AVE Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542-1885 Date Paid: 2/12/2018 Phone: (813)782-6268 Work Desc: ADDITION TO EXISTING SHED 14 X 9 CONTRACTORS APPLICATION FEES OWNER BUILDING FEE 90.00 jAb- Inspections C a uired 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. CONTRAC OR SIGNATUFkE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �3-780-0020 City of Zephyrhills Permit Application Fax a13-7e0-0021 Building Department salved: — d�f PhonefContact for Permiittin ,owner's Name va"e Goa 41r � ►C�So C'- '�C O�winer Phoney Number Owner's Address 37 5-0 iYl a Y U t" S ne'Number - Fee Simple,Titleholder Name' Owner Phone Number Fee Simple Titleholder Address E.JOB ADDRESS { G r�` ri lE i1 r ,«5 l~� LOT# a i SUBDIVISION PARCEL,ID# ` (OBTAINED FROM PROPERTY.TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN`' Q 0 DEMOLISH �. INSTALL REPAIR PROPOSED.USE 0 SFR 0 COMM [ OTHER TYPE OF CONSTRUCTION . BLOCK [ FRAME 0 STEEL 0 � DESCRIPTION OF WORK A ,sad. - xxZM ) (61f7tGtAr`� S BUILDING t31ZE` SQ FOOTAGEF`Tg HEIGHT .. ;, low, Bt1tLDiNG $ �� VALUATION.`OF'TOTAL'-CONSTRt,lCTION �E EGT tlCAL $ AMP SERVICE_ [� PROGRESS ENERGY 0 W:R.E:C. ---�P.UMBINP $ I ,z;- -1 jj,CHANICAL $ VALUATION OFsMECHANICALtNSTALLATiON ROOFING Q SPECIALTY;. - OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES. .NO )q EBUILDER ' COM figoPAPIY' '` SIGNATURE REGISTER �Y/ F�CURRE�hY/N' Address license# ELECTRIC", ... COMPANY ' SIGNATURE REGISTERED Y/ N FEE CURREk Address License#. PLUMBER P..ANY COM ., SIGNATURE' ��' REGISTERED Y./•-N. FEE;CURREK Y/N.' Address license.# MECHANICAL, COMPANY SIGNATURE REGISTERED Address . License.#+. OTHER = . : ... :>COMPANY'.: - SIGNATURE -REGISTERED ' Y/ N FEE CURREN Address .. License# RESIDENTIAL.; :Attach(2),.Plot�Piaiis;.(2)sets:of:Buiding+Plan's {1)'sefof=Energy,'Fauns;:R=O=WPerinitforriew'canstruction,. Minimum=,tent{:1.t))?working;days',after submittatdate.' Required onsite;'Cons666on°Plans;Stormwater Plans w/Silt°Fence installed, c SanftaryFacillties:&r1<,dumpster,°SIte:Work.Pemlitforsubdivisions/large;projets .. :'. :: . COMMERCIAL. Attach{3j compiete'ssts 61"Buildihtf Plans plus a'Llfe Safety Page;{1}set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Slte Work Permit-for all new'projects.All commercial requirements.must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans.:;- _ "`"PROPERTY SURVEY requlred forall.,NEW-construction.. , Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) '• Agent(for the contractor)or-Power of Attomey'(far the owner)would be-someone with notarized letter from owner authorizing'same OVER THE COUNTER PERMITTING . -{Front ol'Application-Only}- Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadway"S'Ageds ROW NOTICE OF DEED RESTRICTIONS:.The undersigned.understands-thdt.0da permit rnaybe;subject to"deed"restrictions which maybe more:restrtctive-than'CountyT iogulation& Tiia undersigned,,'assur"r 6d4esponsitiility for'cotnpllance witFi any ' applicable'deed restrictions. ' UNLICENSED-CONTRACTORS AND-CONTRACTOR-RESPONSIEILITIES: ',If°the•owner'•hase-hired';a"contractor or contractors to undertake work; they maybe_required_sto:;bb-Mcensed•In.accordance.weith.state.and,local_regulatlons If-the. contractor is not-licensed-as'requlredtiy law, tioth the owner and= in contractor• ay'b -_citsd for a misdemeanor violation under state law. If the owner or-Intended contractor are:uncertaln as'to what licensing.requirements,"may apply` br--;the, ' Intended Work, they are`advised to contact the Pasco County Bulldtng'1"'_i,tion•Division-Licensing Section at 727-847- L 8009. Furthermore, if the owner-"figs hired-a contractor of contractors, he is advised to have the contractor(s)sign portions of the,.ucontractor.Block"..of.thls.application,.forwhlch they,-will,be:-responsible.'...if-you;,•as:lhe ownerm'sign as'the' contractor;that may:bean indication that�he'1s-hot`pToperiylicensed and`'Is'not entitled to,pennitting'prlvlleges in Pasco _ County. TRANSPORTATION IMPACT/UTILITI. S--.IMPAcT-ANt)RESOUIftCE RECOVERY•FEES: The undersigned-understands . that Transportation Impact Fees:and.Recourse Recovery.Fees may apply to:the!construction,of new-buildings,.,change,'of use In existing buildings,-or.:expansloirtofsexistingKbuildings; as specified.in Pasco County Ordinance number 89-07 and- 90-07, as amends,di,r-The. undersigned also,understands, that.-such fees,:.as"May;be" ue uwill,.be identified at the time':of �' permitting. It is further understood that Transportation Impact Fees and Resource;Recdv.st FeeS',md6t be paid prior to receiving-a "certificateW occupancy",orfinal-power.'release: of the projoct-Aoss-:not;Involve a.certiticafe'of occupancy. or { final power.release;_the-;foes must tie_'paid';prlor to. permit Issuance. Furthermore;if::Pasco;CountytWateriSewer-impact fees are due;,they-must=be:peld:.prior.to..permit:lssuanc 1n.accordance with:applicable-Pasco'.County:ordinances. CONSTRUCTION LIEN'LAW'(CNapt®r 713, Florlda'Statutes,as amended): If valuation of work is$2,500.00;or.more,;I w- certify that I, the,;applicant;."have been,provided-'with a-copy of*thee"Florida°Construction-1len'.Live—Homeowner's Protection Guide" prepared bit he Florida Department;of Agriculture and Consumer:Affairs. if the applicant Is someone other thanthe"owner", I certffythat,1 have,obtained a=copy.of..the fabove.descri6iiddocunjent and proml06•tn,g0dd'fa1th.to deliver It to the'owner"'.•priortoscomnmencement CONTRACTOR'S/OWNER'S AFFIDAVIT: 1.certify.;that,ail�the;lnformatlon:im this application is accuratleand that all work will'be done in compliance with all.applicable'laws regulating construction, zoning and:•land'development. Application is hereby made to obtain:-a permit;,to do ork and,Ihstallatlon as Indlcated:.,,,..;I-cedlfy that no work Yor Installation has' commenced prior to Issuance of'a peri. and that:all work will be performed to meet standards-of all laws regulating- construction, County and City-Codes, zoning regulations, and land development regulations=in the jurisdiction:- I also certify that I understand that the regulations of other,government agencies may-apply:to the.intended work, and that it is my responsibility to,identify•what.acttons i must-take:to bedn>compliance: Such agencies Include but-are.not limited to: - Department of Environmental Protection=Cypress.'Bayheads; Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. _ Southwest Florida Water Management. .District-Wells, Cypress.' Bayheads;• Wetland Areas, Altering Watercourses. _ - Army Corps of Englneers=Seawalls,Docks, Navigable Waterways. Department.of,Health &. Rehabilitative•,.Services/Environmental .Health Unit-Wells,...Wastewater,Treatment', : ., . �.-.. • .. _ . US Environmental Protection Agency-Asbestos abatement...-_ Federal Avlatten.Authority=Runways: I understand that the foliowing:testrictlons apply'to the use of fill:- Use of oil'Is not allowed in;'F'16.;Zone"V"unless expressly permitted, If the -fill-material- Is A621be•used:lm-.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 engineer licensed bythe State`of'Ftorida:: If the fill-material ls'to-be,used in Flood Zone "A" in connection•with:a•-permitted-building using stem wall construction,i certifythat.flll:titlll=be used only-to.fill the area within'the-stem wall; If fill material Is,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.:affect adjacent properties,.the owner may be clted for.violating: the conditions:`of.the:building:permit issued under thwattached.permit•application;,for lots'lessahan:one (1,) acre which are elevated'by fill; art engine®red drainage plan is required:. If lam the.AGENT.FOR,THE OWNER, (;:promise in good faith to inform the owner of-the-permitting conditions set forth in this affidavit prior to commencing construction. I understand that'a separate permit may be required for electrical work, ' �„..v plumbing,.signs,_wells,"pools;. air,conditioning,.gals;�or:other Installations not,specifically included-in.the application. .A permit Issued shall be construed to`be"a IIcens&-t6 proceed with the:work and-not-as:authority,to.violate;:'cancel, alter, of set aside any-provisions of-the.techntaal.codeis- -nor shall Issuance,of a.permit.prevent the Bulldirig Official from thereafter requiring a correction of errors-in.plans; constivction.or.viotations of any,codes." Every-permitt Issued"shall•become invalid unless the work authorized by such permlt:is.commenced within six,months of-permit Issuance, or if work authorized by the permit is suspended or:abandoned-fora;period,.of­-six"(6)•months,:after:the time the•workis commenced. An extension may be requested,.In writing;;from.the Building,Official for a period::nof to exceed'ninety•(90):days and-will demonstrate justifiable cause forthe extension. If work ceases.for ninety.(90)consecutive-days,..th job:is consldered abandoned. WARNING TO OWNER: YOUR.FAILURE:TQ,REC:ORD.A.:NOTICE_:OF:OOMMENCEMENT MAY RESULT IN'YOUR PAYING TWICE;FOR IMPROVEMENTS•.Tfl:YOUR.PROPERTY.AF.YO.UaINTENDTO'O B7'AIN-�FINANE.1 C. ULT WITH•YOUR LENDER OR AN ATTORNEY BEFORB RELORDING Y0UR1NOTICE`OF C0MMENCEII1tENT' " \ - FLORIDAJURAT.(F.S:-117.03)- - — - OWNER OR AGENT = CONTRACTOR subscribed and swom to(or affirmed)before me this Subscribed'and'swom-to(ot afdrmed)•before me t ilb by -..by... - I . Who Is/are personally.known tome or has/have produced. Who.ls/are personally known-tome or has/have-produced as Identification.'• as Identification. Notary Public Notary Public Commisslon No:` Commisslon-No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped City of Z phy. r' ulls- - BUILDING PLAN.REVIEW COUNTS Contractor/Homeowner:Date Received:Site: -7 S2-2, W"" dark y� Permit Type: `f l G2�� � t cs bVer Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ Ns comment sheet shall be kept with the permit and/or plans. ;alvin Wit ans Examiner Date Contractor and/or Homeowner (Required when comments are present) I . r a 00 C g 6726 6731 6735 6741 474T 6753 6803100916815 6821 68 5 831 B37 6841 6847 6853 6905 6911 6917 6923 8629 6g ' RECREATION LUMDRIVE 3i 6939 6943 894$ LUM DRIVE �s a E37411 8702 AAt1KAH6 673 6J40 T 6752 602 fi806 68i4 6820682 6632 6838 6842 6848 6900 WELL81T8 37400 6983 66737 6741 6 7 6753 6903 6809 68 5 682i 6827 8633 6834 6843 6849 6901 37406 37404 37405 698167ORLO DRIVE ORLO DRIVEER1N CIRCLE J $ 1 6979 6746 8792 6802 6808 6814 68 20 6826 832 6836 6842 8846 6852 6902 6906 37416 ?i C 8724 g725 6185 2 V 87 672 6 3 09 6 5 8 6 81 W 8 S 8 4 6 6903 690 37421 420 6975 8732 673 67 SUNNIDALE DRIVE SUNNIDALE DRIVE 37427 7426 �y 37427 e OD 6736 6T8 65 67 3T 3 3743 697 6 46 6754 080 6010 6819 37 36 6 42 6846 68 2 6802 6 { 6740 7440 7443 $ 7 8 53 6963 690 3 437 37436 m 37431 6971 Retaining Pond m 3T443 3 443 i a 6J44 s 48 8 s 37446 PATTERSON DRIVE y 37447 37446'• 37441 R „ M LA 37452 37511 3 OtIHIO HALL 37453 3MI2 �y 374S3, 37002 37603 37502 37003 wFM 760 _ 37608 a40� 37111 37512 37507 3 506 m 0 8 *.+ m 37514 » rru 3 37513 00 3 5 =co 3751$ 37618 -37519 6957 37521 37522MU3 M 37623 37522 37523 37528 5 37530 L 37528 37529 37528 375 69 b c 37534 m 37933 37538 .m 3 53 78 37535 97534 37935 89Ag 37539 37544 3 9 37 38 37538 g3 37840 � rw 37548 37545 m 3j�S 315� " 6�s9 1�ff7aUE'��� 69t�p�t 1 37060 6ga3�p`�gPN ygo'' N�6 6 Loading Criteria RaY PYu TCLL 20 40 18e10" TCDL 10 10 BCLL 0 0 BCDL 10 5 Duration 1.251 1.00 Wind Std. ASCE 7-10 AF2 Wind Speed See Eng. Wind Cat. See Eng. Wind Exp. See Eng. AO A0 7N10 b A TRYt9 PL MSNT OIAORMI ONLY. mden °n daev-o.WMNNb,. ... eamPmmbmOa mdoravmed um and Wddlnd ApM�W�I "a°: daarigan Via pkoemwa dmxhq.TM be".Anp Q tlde'ynxb�°nebb ta4r,.p°mry etW mrW"m�a°O�WUR titte°Tle�dekn d N°°�°1°bm� 0dtl mlAumM bOi ca{priNNCaOIYYm Vro�bu4YW� declpndr.Fx DenOd�ddtlaim redelmlq OnM6 7072amV39 emiMNWiT vte•aa tdbd°m tlN Tew Prat ID7Jtq SXS OtTJdb GYNe: MdNtm,YA 1717Q SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE A02 FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED A0 BEFORE ANY TRUSSES WILL BE BUILT.VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU, A01 R2AExa a Y 7RVSSVD VNLOXRiO INC. 18'10" 3126 Reynolds Rd. Lakeland,FL 33603 (Ph)883-687-4798 (Fax)863-687-9820 JIM CORMIER MAINTENANCE BLDG 2TDI2 VALLEYOALE AYE 91d-0rT 5vlroh 9NM // Truss Truss Type city Ply MAINTENANCE BLDG )17 1 . I A02 Common 7 1 Job Reference(optional) - ;sses Unlimited,Inc.,Lakeland,FL 33803,Michael Hasilo Run:8.130 s Oct 26 2017 Print:8.130 s Oct 26 2017 Mi7ek Industries,Inc. Wed Jan 24 17:23:19 2018 ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-3kyyy_Up_qBMv421RJymJcnHEI NLqF -1-0-60-0-0 �413\ 1 5-1-6 9-5-0 13-8-10 18-10-0 4 1-0-0 5-1-6 4-3-10 4-3-10 5-1-6 1-0. Seek 4x4 4 4.00 F1-2 16 17 2x4 2x4 W2 15 2 6 01 E32 6x14MT18HS= 44= 3x4 10-0-0 10-0-0 9-5-0 18-10-0 9-5-0 9-5-0 Xsets(X,Y)-- 12:0-2-6,Edgel,[6:0-1-6,Edgel,[8:0-3-8,0-3-41 NG(psQ SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Ud PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.17 8-11 >999 360 MT20 244/190 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 8-11 >593 240 MT1 8HS 244/190 0.0 Rep Stress Iner YES WB 0.24 Horz(CT) 0.05 6 n/a n1a 10.0 Code FBC20171rP12014 Matrix-MS Wind(ILL) 0.05 8-11 >999 240 Weight:79 Ito FT=20% BRACING- HORD Nit SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. HORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation clulde. (IONS. (lb/size) 2=813/0-8-0 (min.0-1-8),6=813/0-8-0 (min.0-1-8) Max Horz 2=42(LC 11) Max Uplift2=-1 04(LC 12),6=-11 04(LC 12) 'S.. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. HORD 2-15=-1735/44613-15=-1721/455,3-16=-1239/289,4-16=-1191/297,4-17=-1297/302,5-17=-1344/294,5-18=-1739/447, 6-18=-1756/437 HORD 2-8=370/1634,6-8=-376/1649 4-8=-35/577,5.8=472/2117,3.8=-549/225 alanced roof live loads have been considered for this design. J:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2pst;BCDL=6.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat.It;Exic 13;Encl.,GCpi=0.18;MWFRS(directional)and C-C irio*)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-5-0,Exterior(2)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for .tions shown;Lumber DOL=1.60 plate grip DOL=11,60 ,fates are MT20 plates unless otherwise Indicated. truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. is truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. tide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1 04,6=1 04. Truss Truss Type City Ply �MAINTENANCE BLDG )171 A01 Common Supported Gable 1 1Job Reference(optional) ,sses Unlimited,Inc.,Lakeland,FL 33BO3,Michael Hasilo Run:8.130 s Oct 26 2017 Print:8.130 s Oct 26 2017 MiTek Industries,Inc. Wed Jan 24 17:23:18 2018 60-0-0 ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-bYOZkeTBDX3VHwTZtcRXmPEDOeDqPK—N7p' -1-0- 9-5-0 18-10-0 12--"1-0-0 9-5-0 9-5-0 1-6. scall 4x4 6 4.00[1-2 21 5 22 4 8 3T 9 20 23 T1 3T 2 1-1 r-1 I F-I F-I F-I 10 U tsl Lj U L-i Lj 3x4= 19 18 17 16 15 14 13 12 3x4 3x6 10-0-0 18-10-0 18-10-0 NG(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP 20,0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 11 n/r 120 MT20 244/190 - 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 120 0.0 Rep Stress[nor YES WB 0.05 Horz(CT) 0.00 10 n/a n/a 10.0 Code FBC2017fTP12014 Matrix-S Weight:79 lb FT=20% BRACING- HORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. HORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Is 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. (IONS. All bearings 18-10-0. (Ib)- Max Horz 2=42(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,17,18,19,14,13,12,10 Max Grav All reactions 250 lb or less at joints)2,16,17,18,14,13,10 except 19=261(LC 21),12=261(LC 22) .S. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. alanced roof live loads have been considered for this design. d:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp B;Encl.,GCpi=0.18;.MWFRS(directional)and C-C ier{3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-5-0,Comer(3)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for :tIons shown;Lumber DOL=1.60 plate grip DOL=1.60 ss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified ling designer as per ANSVI-P 11. date's are 2x4 MT20 unless otherwise Indicated. le requires continuous bottom chord bearing. le studs spaced at 2-0-0 oc. truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. is truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,ide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,17,18,19,14,13,12,10. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTe, RE: J18-0171 -MAINTENANCE BLDG MiTek USA, Inc. Site Information- 6904 P&ke East Blvd. Customer Info: JIM CORMIER Project Name: MAINTENANCE BLDG Model: Tampa,FL 336104115 Lot/Block: Subdivision: Address: 37522 VALLEYDALE AVE City: ZEPHRYHILLS State: FL Name Address and License#of Structural Engineer of Record,If there is one,for the building. Na'i me: License#: Address: City: State: General Trus's En§.iheering Criteria&Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 Mph Roof Load: 40.0'psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With,h my seal-affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,'section 5 of the Florida Board of Professional Engineers Rules. INd. IS6a[# Truss Name Date 11 JT13144392 IA01 215/18 12 IT13144393 IA02 2/5/18 1 This item has been electronically signed and sealed by Albani,Thomas, PE using a Digital Signature. Printed copies of'this document are not considered signed and sealed and the signature must be,verified on any electronic copies., The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my dire"ct supervision based on the parameters A. 0 provided by DJ Trusses Unlimited,Inc.. Truss Design Engineer's" Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE The seat on these truss component designs is a certification -0 that the an in eer named is licensed in the lurisdiction(s)Identified and that the 13 STATE OF 4U .0 -9 . *-0 AN designs comply with ANSI)TPI 1. These designs are based upon parameters 0 ;4,x • ign codes),which were 10, 0 RVO shown(e.g.,loads,supports,dimensions,shapes and des • N given to MiTek. Any project specific information included ls for MiTek's customers file re lorepairation'of, /ONAX_'-� ference purpose only,and was not taken into account in'the %% these designs. MiTek has'not indepe'riclOntly'verified the applicability of the design 'i*1111-11110 parameters or the designs for any particular building. Before use',the building designer Thomas A.Mani PE N0A9380 should verity applicability of design parameters and properly incorporate these designs mrrek USA,Inc.FL Geri 6534 into the overall building design per ANSlfrPI 1,Chapter 2. 6904 Me East Blvd.Tamp!Fl.33610 Date: February 5,2018 Albani,Thomas 1 of 1 Job Truss ITru"p. City Ply [MAANTENANCE BLDG T13144392 J18-0171 A01 Common Supported Gable 1' 1 Reference(optional) DJ Trussses Unlimited,Inc., Lakeland,FL 33803 8.130 s Sep 15 2017 MTek Industries,Inc. Mon Feb 5 13:11:27 2018 Page 1 ID:TQx5ASkhXSeMXq?S4sYyMKzsYKk-OQ1meU5FEroV?clGvaP5vd6pbsuhsSxyz2uE4wzoAgU 1-0-0 915-0 18-10-0 19-10-0 1 10 9-5-0 9-5-0 1-0-0 Scale=1:33.4 4x4= 6 4.00 12 7 5 21 22 4 8 0 3 9 20 23 u> 2 10 0 0 X X X X X X:::::: XXXXXXXY 3x4= 19 1s 17 16 15 14 13 12 3x4= 34,= 18-10-0 18-10-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 11 n/r 120 MT20 2441190 TCDL 10.0 LumberDOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-S Weight;79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-10-0. (lb)- Max Horz 2=42(LC 11) Max Uplift All uplift 100 Ill or less atjoint(s)2,17,18,19,14,13,12,10 Max Grav All reactions 250 lb or less atjoint(s)2,16,17,18,14,13,10 except 19=261(LC 21),12=261(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-5-0,Comer(3)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 24)-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconctjrrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom'chord and any other members. This Item has been 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s)2,17,18,19,14, electronically signed and 13,12,10. sealed by Albani,Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic;coppies. Thomas A.Alban!PE No.39380 Well USA,Inc.Fl.FL CM 6634 690d Parke East_Blvd.Tampa FL 33810 Date; February 5,2018 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE M11-7473 rev.10103,2016 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall /r building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing SIT@k• Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB49 and BCSI Building Component 69D4 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply MAINTENANCE BLDG T13144393 J18-0171 A02 Common 7 1 Job Reference o tional DJ Trussses Unlimited,Inc., Lakeland,FL 33803 8.130 s Sep 15 2017 MTek Industries,Inc. Mon Feb 513:11:28 2018 Page 1 I D:TQx5ASkhXSeMXg7S4sYyMKzsYKk-Uca8sg6t79wMcmtSSlwKSgftRG2Cbs95BieocNzoAgT 95-D 1-0 0 5 1 6 13 8 10 18-10-0 19-10-0, 1-0-0 5-1.6 4-3-10 Mil 5 1 6 Scale=1:33.4 4x4= 4 4,00 12 r�'f 2x4 16 "� 17 2x4 3 5 0 `4 16 �15 2 B 7 N e e 8 e 9 4x4= 6x14 MT18HS= 3x4 = 9-5-0 18-1.0A i 9-5-0 95-0 Plate Offsets X{ Y)— j2:0-2-6 Edoel (6:0-1-6 Edgel f8:0-3.8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) -0.17 8-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Be 0.90 Vert(CT) -0.38 8-11 >593 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MS Wind(LL) 0.05 8-11 >999 240 Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=813/0.8-0,6=813/0-8-0 Max Harz 2=42(LC 11) Max Uplift 2-104(LC 12),6=104(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-1735/465,3-4=1239/297,4-5=1344/302,5-6-17561447 BOT CHORD 2-8-370/1634,6-8=376/1649 WEBS 4-8-35/577,5.8=-472/217,3-8-549/225 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsfi h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-5-0,Extenor(2)9-5-0 to 12-5-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip bOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(it=lb) This item has been 2=104,6=104. electronically signed and sealed by Albani,Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas/L Alban!PE No.383 6 MITek USA ino;FL Cert 0634 W 4 Parke East 11W.rempa FL Will Date; February 5,2018 ®,WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0=015 BEFORE USE. ' Design valid for use only with M7ek*connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall p�-p� building design.Bracing Indicated is Wprevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing ItlEt lP�- Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property t4-131;' (Drawings not to scale) offsets are indicated. Damage or Personal Injury Dimensions are in ft-in-sixteenths. I I 1.—LJNI Apply plates to both sides of truss 1 2 3 1. Additional stability bracing fortress system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. C1-2 02-3 2. Truss bracing must be designed by an engineer.For 0 4 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I 0 0 bracing should be considered. 0 3. Never exceed the design loading shown and never m: (L zS stack materials on Inadequately braced trusses. 0 CL 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 esa cs F designer,erection supervisor,property owner and Plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSl1TPl 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. Plate location details available in MiTek'20,1`20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and Is the 4 x width measured perpendicular ESR-1 311,ESR-1 352,ESR1 988 responsibility of truss fabricator.General practice is to 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13,Top chords must be sheathed orpurfins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 fit spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is Installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports)occur. Icons vary but 0 2012 MiTeMD All Rights Reserved approval of an engineer. reaction section indicates,joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18,Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSIrrPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI1TPl I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet Ml1-7473 rev.10103/2015 ■■■■■■■M■■ ■■ MEMO ■oE■o■■■■■o■■o■■■ ■■■■■■■■ ■■■■■■ ■■■■■■ ■■■■■ ■■MMM■■ OMMOMN■M■M E■000MOMMOOM■ EM NMOE■OO■oOOMEMM ■ . 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