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EL-15-1314 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-252300 Permit Number: EL-6-15-1314 Scheduled Inspection Date: March 14,2016 Permit Type: Electrical- Residential Inspector: Devaney,Michael Inspection Type: Final Owner: SALTZBURG,DONALD Work Classification: Alteration Job Address:94 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060131190 Project <NONE> Contractor. YUMURI ELECTRICAL CONTRACTOR INC Phone: (786)271-1565 Building Department Comments UPGRADE KITCHEN AND 1 BATHROOM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-252179. Bathroom need receptacle by each bacon. Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 14,2016 For Inspections please call: (305)762-4949 Page 19 of 40 x Miami Shores Village 10050 N.E.2nd Avenue NE � Miami Shores,FL 33138-0000 Phone: (305)795-2204 ,:°..". Expiration: 1291312015 Project Address Parcel Number Applicant 94 NE 100 Street 1132060131190 DONALD SALTZBURG Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DONALD SALTZBURG 94 N.E.100 ST. Contractor(s) Phone Cell Phone Valuation: $ 9,500.00 YUMURI ELECTRICAL CONTRACTOR (786)271-1565 Total Sq Feet: 0 Type of Work:UPGRADE KITCHEN AND 1 BATHROOM Available Inspections: Additional Info: Inspection Type: Classification:Residential Rough Scanning:1 Review Electrical Fees DLFee Amount Pay Date Pay Type Amt Paid Amt Due CCF $ .00 8.00 DBPR Fe $5 InVO1C@# EL$15-55785 DCA Fee $5.00 00 06/15/2015 Check#:103 $312.00 $50.00 Education $2.00 06/012015 Credit Card $50.00 $0.00 Permit Fe $333.00 Scanning $3.00Technolo $8.00 Total: $362.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F authorize the above-named contractor to do the work stated. June 15,2015 Authonatu er / Applietint / Contractor / Agent Date Building epartment Copy June 15,2015 1 Miami Shores Village Building Department JUN IV 01� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 2 BUILDING Master Permit No. PERMIT APP ICATION Sub Permit No. L /S — /c3 Pt ❑BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS EICHANGE OF ❑CANCELLATION ❑ SHOP 2nCONT OR DRAWINGS JOB ADDRESS: '� ®� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3210` 6?1� 1 C a Is the Building Historically Designated:Yes NO 'f'o, Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) Address:�� �� 0 City: ,///c aA -' State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: GiGGI 4 City: State: Zip: Qualifier Name: '�-�� -?' //}7 "'� Phone#:7�?D 6— V-7/l6�;j State Certification or Registration#: /'` l30 l 3 hr 1 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this P it: Square/Linear Footage of Work: Type of Work: Addition Alteration E] New F-1Repair/ eplace ❑ Demolition Description of W rk: AAAWY eLa.,e ,,,?� G'71isf:'--�t#All+. • t�,�I^t1 3lbla Specify co r� � n Submittal Fee Permit Fee$ .�3� �®� CCF$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ��•�� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature NER or AC04 CONTRACTOR The foregoing instr t)eras acknowledged before me this The foregoing)noA;nwas acknowledged before me this day of 20 /J by dayof 20 by o is onaMy-imow -tam �-a� who is personally known to me or wh has produced as me or who has proiluced as identification and who did take an oath. identification and who did take an oath. NOTARY P C: NOTA LC: .ter Sign Sign. Print: " A Irap Print. Seal: A or flfda Seal: �. Notary POW• at fbrNa + Mp Come.fEri + *18.2018 ''+ Apr 18.4818 #�ff 100184 '� *ff 148184 APPROVED BY 430 /A,JL�� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t � CERTIFICATE OF LIABILITY INSURANCE DAmm DD" m THIS CERTIFICATE IS ISSUM AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERnFICATE DOE8 XO7 AFFJ AWtVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(n AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOUR. MIPORTANT: It the aaRl6cata holder Is an ADDITIONAL INSURED,the poloy(les)must be endorsed. N SUBROOAnON IS WAIVED,subjad to the terms and emuft tfa of ttre policy,certain policies may requim an mMorae num A sbrteanent on this cerdlicate does not confer dghts to the iN>lderin ilea of stilah mss). TamteRll lnsurUDe old SenAoas 13W5 SW 137th Avenue Suits 111 M ,ft 331 - — kd -— - — Phone Fax 305 1878 IistIRER A: b1surinceb6iiiiiiii sNsulm s: too ELECTRICAL CONTRACTOR IANC UmMOOEOMM - - ,FL331 s_v INBURERE P; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRENENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R ADM SUBA TYPE OP INSURAM POLICY NUMBER ManmpwsAmm ILIM118 GENERAL UABILftY E=H Q=RFP-WX � © COMMERCUl OENEML gym, DAMAW TO RENTED00 .: ❑® ❑-aAIMS-MADE ❑ OCCUR rJ � Mm Ex AI B ADV pemw $ S aw.00 ❑ ❑❑ _ INJURY $ 1, . Ono-00ElGENERALAGGMGATE S -- GEN L AGW ELATE UAITAPPLES PER: PRC0U=-CO*'WAW $ OOD.tMO.00 ❑ POLcY ❑ M ❑ LOC $ AUTOM�ILE LIABJIRY -�OW s8 xB E LIMIT - - - _ ❑ mymm BSI Y aNJURY(Par per) $ 10,t1 t� ❑ AM AUTOS ® WUM ❑ � 07/17/Z016 HT/Z018 SCOLYBNJURY(Peraoddot $ ❑ HIRED AUTOS ❑ AUTOS ISD ❑ IMIBREUA LIAS ❑0=m EACH OCCURRENCE $ ❑ EXCtI88 LWB ❑CLAS#SMADE ❑❑ AGGREGATE $ ❑ 177-7 $ , T� �WCSTAILL UT11- - AND EMPI.OYEW LIADWY YIN — ANY PROPRETORlPARTI CUTNE ❑ (C 117 18 7 Q 8 E.L EACH ACOMENT $ EXCLUDED? NIA y MM wWw Y EL DISEASE-EA EMPLOYE $ 1- DomDEQ OF OPERATKM bakm E.L.D0EASE-POLLY LIAIf $ ❑❑ _ DESi t OF OPERATIONS I LOCATIONS 1 VE W.W8(Atfadt ACORD 1a1,A R 8d ,I clots spans Is brad) CERTIFICATE HOLDER CANCELLATION SHOULD MY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Miami Shores THE E)MAnON DATE TNEREW,NOTICE WILL BE DELIVERED IN 1(1050 NE AVS ACCORDANCE WITH THE POLICY PROVL490 . M)mpt FI 33138 AUTNORIBEO RE 4tEV.MTATW F M /UCORD 25(Z10t05)QF rmrr CORPORATION. All rights rftems& logo are rughdovd rnarla;of ACORD CTQB Construction Trades Qualifying Board .w BUSINESS CERTIFICATE OF COMPETENCY 06E000546 "A YUMURI ELECTRICAL CONTRACTOR INC .w 1T OSE A. Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL0913012015 r, QUALIFYING TRADE(S) 0001 ELECTRICAL 00 MIAMF Charles Danger P.E. Secretary of the Board S ww —amidade.govldevebpmeM WL/W WOW. S�i . Spv 4 §� x ��'�� r ,° ,.T,��+ t *. ata x * Pk.✓ rsry �'` f ; ,, , z- �?WNBR Sam SINBSS `*` � x Yumufa1�ECfRIGf1 CON OR INs+ VTA 1� E L CONTRA sv rieut 2 06E000fi+ F5.00 *30/201 �Vtx fw >� QEDITCD-14-034440 Thhitss l offt1+oee1 RONLIAMT193L 116 'baota pt8 so is m dt aaa� aar orkGM ,bWWChSp*U*Ob=* , JEFF ATWATER ae CLEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/20/2014 EXPIRATION DATE: 11/18/2016 PERSON: BENITEZ JOSE A FEIN: 204466834 BUSINESS NAME AND ADDRESS: YUMURI ELECTRICAL CONTRACTOR INC 14210 SW 161 CT MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: LICENSED ELECTRICAL CONTRACTOR Pursuant to Chapter 440.06(14),F.S,an officer of a corporation who ellects exemption from this chapter by Ming a certificate of elects under this section may not recover berta is or compensation under this chapter.Pursuant to Chapter 440A6(12�F.S.,Cerdtiostes of election to be exempt...apply only wfthtr the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.06(13),F.S,Notices of election to be exempt and certificates of election to be exempt shall be sufieat to revocation if,at any time after the fling of the notice or the issuance of the car ficate, the person named an the mice or certificate no forger meets the regcdremen is of this section for Issuance of a certiffoate.The department OW revolve a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(1150)413-1609 RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING.BOARD The ELECTRICAL CC N?RACTpt Narrlecf Flow HAS RI ED Under the provisiom of Cha r 489 FS. Expiration date: AUtt 31 201:5 {tNptVttSUAt MUST MIEETAl.L SIN REQUIREMENTS PRIOR T }N ABY AREA) * BEI+NTEZ, JOSE A YUMlURI ELECTRtC1L k k a � r w 14210 SW 151 ; ._ xJ " r ISSUED: 08/07/2014 DISPLAY AS REQUIRED BY LAW SEO# L1400070002180 I Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� RE: 15G13-Q'S COSNT Mffek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Q's const Project Name: Model: Lot/Block: Subdivision: Address: 94 N E 100St City: Miami State: FI Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: License#: Address: State: City. General Truss Engineering Criteria&Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 175 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 1 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No Seal# Truss Name Date ,•:i 3"4i% • 1 T7500894S1 10/8/015 � P Y •••••• •••••• •• • ••••• C STRUCTURAL REV I- L Y o - 4PPROVED p . . . ... ': BUIL IN REVIE '..' �. APPROVE DATE t%111111111111 The truss drawing(s)referenced above have been prepared by MiTek �����PE t'•S.•4 jl(.- Industries,Inc.under my direct supervision based on the parametersNG.���E N provided by Fort Dallas Truss Co.,LLC. . �:• ,. Truss Design Engineer's Name: Magid, Michael : No 53681 M license renewal date for the state of Florida is February 28,2017. _ IMPORTANTg NOTE:Truss Engineer's responsibility is solely for O STATE iFF- design of individual trusses based upon design parameters shown �.O,c�••,� ��,� on referenced truss drawings. Parameters have not been verified ��.FS•.<,,o R �•�0,�% as appropriate for any use. Any location identification specified is ���is/QNA�E���`� for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, J FL Cert. 6634 per ANSI/TPI-1, Chapter 2. October 8,2015 Magid,Michael 1 of 1 T ruse Truss Type O'S T7600894 16G13 St Root Special —77 1 1 UNIT Job Refererx:e tkmal FORT DALLAS TRUSS CO.LLC., IJ6ANA,FL. 7.840 a Sep 29 2015 ft 1 ek Industries,Inc.Wed Oct 0716:38:072016 Page 1 4-" g 8.11-0 12-1.8 15.4-0 17-10-0 4.9-8 41-8 3 2 8 3.2.8 &6 0 4x5= 3 T6-0-0 / 5.00;i - 15 5x8- 3x4 14 , 4 +) 5 1 3x4 8 5x8 19 ' 71 1 12 0 1 17 2x4 11 (+) 2.60 12 20 3x4= 2t _ Repair:Right bearing location has moved 11-0-0 leaving bearing conditions as shown. -Attach 7/16"OSB gusset(7/16"Rated Sheathing 24/'16 Exp 1) LUMBER AND CONNECTOR PLATES /,/ to EACH face of truss with(0.131"x 2A"min.)nails per the following TO BE CUT CLEANLY AND ACCURATELY /./'� nail schedule:2 x 4's-3 rows,2 x 6's and larger-4 rows:spaced 0 4"o.c. AND THE REMAINING PLATE MUST BE Nails to be driven from both faces.Stagger spacing from front to back face FULLY EMBEDDED AND UNDISTURBED. for a net 2"o.c.spacing in the truss.Use 2"member end distance. (+)install 2x4 SP No.2 member(s), cut to fit tight. • • 4-98 811-0 14-40 ' ' 154f� t7-1ao•••••• 4-8.8 4.1-8 5-5-0 •• • 1 0 0• • 2-6-0 • ••••• • •• •••••• LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well 140:64: PLAGRIPGRP • TOLL 30.0 Plate Grip DOL 1.00 TO 0.39 Vert(LL) 0.12 12 >999 360MT2 0 • 244VO •: TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.3010-11 >560 1> ••• BOLL 0.0 Rep Stress incr YES WB 0.51 Horz(TL) 0.11 9 n/a n/ar••• i •••• ••••• BCDL 10.0 Coda FBC2010(rP12007 (Matrix) 60!00 U��jgM:$3 Ib "Ur LUMBER- BRACING- •• •• • •• •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheeltR"411actiy applied or 3-4-12 oc purlir@.* BOT CHORD 20 SP No.2*Except* BOT CHORD Rigid ceiling directiy:ppift Cr 5-10-9,pc braking. • 6-8:2x4 SP No.3 MiTek recommen<jii;that%tabilizers ttlliWed cry bracing, WEBS 2x4 SP No.3*Except* be installed during4russi eretetion,In accordance with ritawikpr• 6-9,6-9,4-10:2x4 SP No.2 Installation guide. •• • • 000 •• • • REACTIONS. (!b/size) 1=734/0-8-0,9--1188/0-8-0 Max Horz 1=143(LC 10) Max Uplift 1—322(LC 10),9=-481(LC 11) ,`i�tttt ft e t 1 t ttA���,, FORCES. (!b)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .e ,�P �•S. '+'/,9,♦♦♦ TOP CHORD 1-13-239811000,2-13=-230211019,2-14—1412/585,3-14=-1348/591,3-15=-1349/592, ,�� E Ns �j� ♦ •• 4-t5—1404/569,4-5—301/970,5-1 6=-1 97169 7,B-18=204/893,6-7=-148/624 � ` V F °° ♦ BOT CHORD 1-17-967/2132,12-17-957/2142,12-18=-986/2132,11-18=-957/2143,11-19=-238/619, • _ 10-19—247/807,8-20-558/174,7-20-558/174,9-21-6011203,8-21---6011203 6"x.* : i�)0 53681 WEBS 2-12 /275,2-11-918/597.3-11=213/884,4-1 1-1 3115 8 3,4-1 0-1 6231792, 9-10=-12181588 NOTES- i 'STATE 'OF1)Unbalanced f live loads have •;• „ for this design. 2)Wind:ASCE x7-10;Vult—=l75mph(33 considered t) (3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=B.Opsf;h=1 oft-,Cat.11;Exp C;Encl.,GCpi=0.18; 1-�,�•.•�` r Q� «'.�► MWFRS(envelope)automatic zone and C-C Exterlor(2)0-4-0 to 3-4-0,intedor(1)3-4-0 to 5-11-0,Exterfor(2)5-11-0 to 8-11-0, ♦♦ h'. 0 R9. N interior(1)11-11-0 to 14-10-0 zone;C-C for members and forces 8d MW FRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.80 ♦j 11 ••,'° �� 3)Plates checked for a plus or minus 0 degree rotation about Its center. ♦"'41� y �i ©N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1 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 322 ib uplift at joint 1 and 481 ib uplift at FL Cert. 6634 joint 9. 7)This truss has been designed for a moving concentrated toad of 200.01b dead located at all mid panels and at all panel points Wong the October 8,2( Bottom Chord,nonconcurrent with any other live loads. 111 11111111 'I'll Imamopmimpm"Well sell III WARNfNR-V@My dsslgn parameters and RFAD NOTES ON IWIS AND INCLUDED AFM REFERANCE PARE 110:7473 rev.OWSMS BEFORE USE Design vdtd for use only with MlTek connectom itis design Is based only upon pdacimeters st)own.card is for an indtvidtral building component. Appilcab®ilY of design pcacaneters and proper krcorWallon of component Is responsibility of burg designer.not incus dam.Bracing shown is for fatetcd support of lndN*A"web members only.Addtiftorxl temporary brocing to klsnae stabotty dining construction is the resporalb961y of the i !. erector. Addtiora perrminent bracing of the overcll structure is the responsiblilly of the building designer.For general guidcnce regading R fd ilcoWn ciudtty control.storage.dethwy,erection and brochog consult ANSi M 161ucay Criteria,DSS-84 and SCSI kdkWlg Component 6904 Parke East Blvd. safety hdomlatbn avc M<"0 from Trus Mate hnstilule.781 N.Lee Street.Suite 312.Alexandnka.VA 22314. Tannin,FL 33610 f � _ Truss SPe ry NT 77500894 45Q43 St Root Special 3 1 Job Reference FORT DALLAS TRUSS CO.LLCMI ., AMI,FL. 7.640 s Sep 29 2015 MTek!lanai trat6i�,tm Wed Oct 0715:36:07 2015 Page 1 ID:TiefA5UracILTrLw0Y0i13WyxZRm-&tDZ61GKQi6_gACHgpgJgl3Whpn2Ygofffir44yVnI M 4.9-8 8-11-0 12-1-8 15-40 17-10-0 4-9-8 4-1-8. 3.2.8 3-2-8 2 8-0 Scat a 1:30.4 4x5= 3 I5.00 F12 3x4 Ir- 12 43X6� 2 11 13 2x4 V J 9 5 - 15 5x8 16 6 °P 1 10 2x4 1 44 4x&` 17 3x4= -� 2.50 f 12 8 7 3x6= 34 4-9.8 8-11-0 15-4.0 16.0.0 17-10-0 4-9.8 4.1-8 6.5-0 0.8-0 1-10-0 _Plate Offsets O(Y) [1:0-3-1,0-1-81,[4-0-1-8,0-1-81,[8-0-2-4,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Vdef! Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.15 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.41 8-9 >444 180 BCLL 0.0 Rep Stress I1cr YES WB 0.57 Horz(TL) 0.16 7 n/a We BCDL 10.0 Code FBC2010/rPY2007 (Matrix) Weight 77 Ib FT=0% LUMBER- BRACING- • • •••••• ••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathlltg diusctly appilelor 3-2-7 oc purlins. • BOT CHORD 2x4 SP No-2`Except` BOT CHORD Rigid!Ming directly appiiliQar 591-4 oc ! • 5-7:2x4 SP No.3 MITek recommends t4MV1112ers andxrequfiAd cross bi tMV•• WEBS 2x4 SP No.3 be installed during trumsessolki 1,in accordawe with Statylizer • Installation aulde. sees •••••• REACTIONS. (Ib/size) 1--813/0-8-0,7=1112/0-8-0 • • • • • 0000 • •• 00000 Max Horz 1=143(LC 10) • • Max Upilftl—342(LC 10),7=-448(LC 11) •••••• •• • ••••• •• •• • •• 0000•• FORCES. (ib)-Max.CompJMax.Ten.-All forces 250 Ob)or less except when shown. • •••••• • TOP CHORD 1-11—2556!1166,2-11—2441/1184,2-12-16861744,3-12=-1611/770,3-4=-1649/776, • 4-13-185/696,5-13---192/665,5-6=-125(600 • • • • •••••• • BOT CHORD 1-14=-1045/2288,10-14-1035!2297,1 0-1 5=-1 04 312 28 8,9-15= 00000 -1034/2299, • • • • • 9-16--577/1436,8-16-58V1 423,7-8=-1087/571,5-8-394/251,7-17--5211144, • • • •••••• 0 000 6-17-521/144 • • • WEBS 2-10=0/273,2-9—806/589,3-9=-319/804,4-9-49/265,4-8-1743/914 •• • NOTES- 1)Unbalanced roof live loads have been considered for this design. tttt 111 t t t t 111% 2)Wind:ASCE 7-10;Vuit=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.0psf;h=10ft;Cat.N;Exp C;Encl.,GCpi=:0.18; ��� > j S. qq�� �I MWFRS(envelope)automatic zone and C-C Extedor(2)0-4-0 to 3-4-0,Interior(1)3-4-0 to 5-11-0,Extetfor(2)5-11-0 to 8-11-0, ,�i� �P,...... �4f oho, 3)Plates clheciced fo�14-10-0 a p{or minus Cfor members and degree rotation aboforces&ut its centMWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.80 `,�A�CJ�. G �(5+�. 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. (�0 53681 5)Bearing at joint(s)1,7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify ��k : p capacity of bearing surface. ♦ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 ib uplift at joint 1 and 448 ib uplift at e joint 7. :��'0, f f 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the1} STATE OF 4tl- Bottom Chord,nonconcurrent with an other live loads. y 8)"Semi-rigid pitchbreaks with fixed heels°Member end fixity model was used in the analysis and design of this truss. Q R ;O ss,O�A`�� Ca?e*� tit FL Gert. 6634 October 8,20' ®WARAMO.VerW deatgn pmmneters mrd READ NOTES ON 7Ht8 AND MCLUDED AWEK REFERANCE PAGE A07473 rev. BEFORE USE. Design valid for use only with Welt connectors.'fids design is based only upon teeters mown,and is tot an ina9viducd building component. AppilccUlty of design pmsmeters and proper Incorporallon of component B responsibility of building designer-not truss designer.IN=Wig shown Is for lateral suppcxt of IxftMuol web mennbers ordy.Addtttorxl temporary bracing to Iarxe stabillly during construction Is fhe rosponsIlAtty of ttne R 0�ek erector. AddSond permanent brocing of the overall structure b the responsibility of it*building designer.For genera grddo nce regarding M fc"tcalkxn,quality control,storage.delh"y,erection and bracing.Consult ANSUTPti QuWNy Ctttwkh DSB-89 and SCSI Bu kW*Component 6904 Parke East Blvd. Safely lWormatton aVaAr,"e from Trus!Mate Institute.781 N.Lee Street,Suite 312 AtexarKirkL VA 22314. TarWa,FL 33610 Symbols Numbering Sptpm • ••• A General Safety Notes PLATE LOCATION AND ORIENTATION •• •� • •• •• • 3/; Center plate on joint unless x,y 6-4-8 dirsensloais stiowrbi&:tA-s&4ntt1 Failure to Follow Could Cause Property �4 offsets are indicated. �� • �DrgwingrrQstie> . ••• Damage or Personal Injury Dimensions are in ft-in-sixteenths. 9 Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 • • • •TOP CH •• ••• diagonal or X-bracing.is always required. See BCSi. • • • • • • • C1-2 • • c2-3 • • • : ••• 2. Truss bracing must be designed by an engineer.For zoo • ••• wide truss spacing,individual lateral braces themselves 4 may require bracing,or altern tive Tor i Onbracing should be considered. • O 3. Never exceed the design loading shown and never Q. stock materials on inadequately braced trusses. d C7-8 O 4. Providenen,erection supervisor,property owner aies of this truss design to the nd For 4 x 2 orientation,locate BOTTOM CHORDS a r interested parties. plates 0-14 from outside 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 ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available In MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPi 1. NUMBERSAETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 14%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 I.the 4 width measured perpendicular ESR-1311,ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 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,stm,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and stze,and In all respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at p, output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft,spacing, or less,if no ceiling is installed unless otherwise noted. BEARING 15.Connections not shown are the responsibility of Others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Instal and loccf vertically unless indicated otherwise. Min size shown is for crushing only, tO� 18.Use of green or treated lumber may pose unacceptable SANenvironmental health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: 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 M1 is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev.02/16/2015 I Lumber deKign values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 15G13-Q'S COSNT AIIITek USA, Inc. 6804 Parke East Blvd. Site information: Tampa,FL 33610-4115 Customer Info: Q's const Project Name: Model: Lot/Block: Subdivision: Address: 94 N E 100St City: Miami State: FI Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Coda. ASCE 7-10 Wind Speed: 175 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 I T7500894 151 1 10/8/015 llew6o 'n q.v�•1 The truss drawing(s)referenced above have been prepared by MiTek .�`�PEI S. M���,, Industries,Inc.under my direct supervision based on the parameters �� G . .,GEN ,Q provided by Fort Dallas Truss Co.,LLC. Truss Design Engineer's Name: Magid, Michael :*: No 53681 My license renewal date for the state of Florida is February 28,2017. E.�• ! .. IMPORTANT NOTE:Truss Engineer's responsibility is solely for "STATE F 441 design of individual trusses based upon design parameters shown •.®,�••,� on referenced truss drawings. Parameters have not been verified �'•F �.�R!V.-'-C�N�.�� as appropriate for any use. Any location identification specified is � NA1.��.�`�� for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. October 8,2015 Magid,Michael 1 of 1 Job Tn= ype • !• IF mty Pty Q'8 COSNT nsooa9a 16G13 81 Root Special 3 ' 1 UNIT Job Referencefkxull FORT DALLAS TRUSS CO.LLC., MIAMI,FL. 7.840 a Sep 29 2016 Wek InduWtes,Inc.Wed 0 00715:38:07 2015 Page 1 49.8 8.11-0 12-1-8 15.4-0 17-10-0 4 g g 4-1-8 32 8 32-8 2-60 4x5= 3 5.00 12 { ,5 6 3x4 14 , 2 (+) 5 1 3x4 13 i/ i 18 7 cb I� ' 17 aro i l (+ ) ° 2.50 12 _ 20 3x4 3x6 1r 21 Repair:Right bearing location has moved 140-0 Waving boring conditions as shown. -Attach 7/16°OSB gusset(7/18°Rated Sheathing 24/16 Exp 1) LUMBER AND CONNECTOR PLATES to EACH face of truss with(0.131"x 2.5"min.)nails per the following TO BE CUT CLEANLY AND ACCURATELY /,j'/? nail schedule:2 x We-3 rows,2 x We and larger-4 rows:spaced®4"o.c. AND THE REMAINING PLATE MUST BE Nails to be driven from broth faces.Stagger spacing from front to back face FULLY EMBEDDED AND UNDISTURBED. for a net 2"oc.spacing in the truss.Use 2"member end distance. (+)mss olid 4ggS No.2 member(s), 4.9.8 8-11-0 14.4-0 164.017-10-0 4-8 8 4.1.8 5-5.0 1-0-0 260 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.12 12 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.3010-11 >560 180 BCLL 0.0 Rep Stress incr YES WB 0.51 Horz(TL) 0.11 9 rYa n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:83 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4-12 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. 6-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 5-9,6-9,4-10:2x4 SP No.2 Installation guide. REACTIONS. Qb(size) 1=734/0-",9=11100-8-0 Max Horz 1=143(LC 10) Max Uplift 1—322(LC 10),9=-481(LC 11) %tt►//111 i t!JA,��,I FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. •v/ ,���Q.EL-•S. TOP CHORD 1-13—2396/1000,2-13--2302/1019,2-14-1412/565,3-14--1348/691,3-16--1349/592, ,����("j•• E IN S:••y,•�/� 4-15-1404/569,4-5=-301/970,5-16=--197/897,6-16-20416.93,6-7=-148/824 BOTCHORD 1-17-967/2132,12-17=-9,57/2142,12-18-9 /2132,11-18=-957/2143,1 1-1 9=-23816 1 9, •• NO 53681 10-19-247/607,8-20-558/174,7-20=-55131174,9-21=-601/203,8-21-601/203 f WEBS 2-12--W75,2-11--9181597,311-213/664,4-11-131/583,4-10-1623/792, *• '* b 9-10--12161666NOTES- Unbalanced roof live loads have been considered for this design. � STATE F �� 2)Wind:ASCE 7-10;Vuft=175mph(3-second gust)Vasd=136mph;TCDL�.Opsf;BCDL�.opsf;h=1 Oft;Cat,11;Exp C;Encl.,00pi�.18; �i ,�'.•� 1 P C1 vr~ intettor(1)1FRS �1�111oa 41005 zone CSC for members0-0 rand ones MW FRS for(reacUor�tshown Lumber D02 L 180 plate grip,DOL=1.80 ,��i�s•C•O {�1 .•�`��,�� 4)Plates truss chocked for adesigned fous or minus 10.0 pal bottomree �chorrdd live looand rxmconcurrent with any other live loads. ��s/�N A;0`,�,, 5)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3221b uplift at joint 1 and 481 Ib uplift at FL Cert. 6634 joint 9. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points Wong the October 8,2015 Bottom Chord,nonconcurrent with any other We loads. 11111111 It 101 OR 10 all Nil Hil@`11 I'll Jill, mmov&31mivammm ®WARNM/B.VartfydealsnpmmaemawmoNOTESONTNISAWXC WWMTEKRMRANCEPAOBJIBF7478mv.OYt&=SBMOREUSE Design valid for use only with Mbtek connectors.Ttt design is based only upon pcsceneters stlovm,and b for an kldvtdcrc2 b tgdng component. Is for lat osuppoorrf�of kx9vidual web mempararnelefsand s o Add itbrx9 temporary broresponsibility k ae dublitry ckaU�consfr tbn rof building designer-not Irm �or ity of via erector.Additional permcsent bracing of nue overall atfmture Is the responsibility of me building designer.For generd gt9dance regcffdkV Few fabrication,grnllty control storage,delivery,erection and brad,cor=dt ANSUFPIi 61uaAly Cdteda,DSB-89 and BCSI BWkBng carnpotwnt 6904 Pada East SW sorely Wmrma8an oxedble from Tam Plate trnstitute,781 N.Lee Street SuBe 312 Afexarxkkr VA 22314. Tampa,FL 33810 Job ruse I rues I ypeC� > ' • n60089a 1SQ13 St Roof Specie! 3 1 Job Reference fk7nal FORT DALLAS TRUSS CO.LLC., Mi W ,FL. 7.640 s Sep 29 2015 Wek Industries,1w.Wed Oct 0715:38:07 2015 Page 1 ID:TWA6UmgLTrLwOY(91SWyxZRm-SrtDZ51GKQAS-gACHgpgJgl3Wfpn2Ygof89ntNyVn1M 4-9-8 8 11-0 12-1.8 15.4.0 17-10-0 4.9.8 4-1-8 32.8 3 2 8 2$0 Scats m 1:30.4 US= 3 5.0012 3x4 1:� 12 43X6 441 2 11 13 2x4 11 "r 15 57X; 10 16 � 6 °P 14 2x4 11 4x5—., Ig 17 3x4Us = 2.50 12 87 = 4.9-8 8-11-0 15-4-0 18 0-0 17.,0.0 4-9,8 4-1.8 6-$-0 08-0 1-10-0 Plate Offsets MY) tr0-3-10-1-8114.0-1-80-1-81 r8.0-2-40-2-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Well Ud PLATES GRiP TCLL 30.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.15 9-10 >W9 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.41 8-9 >444 180 BOLL 0.0 Rep Stress incr YES WB 0.57 Horz(TL) 0.16 7 n/a rUa BCDL 10.0 Code FBC2010/rPi2007 (matrix) Weight:77 ib Ff=W. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD 2x4 SP No.2`Exch` BOT CHORD Rigid calling directly applied or 5-1-4 oc bracing. 5.7:2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection,In accordance with Stabilizer Installation aulde. REACTIONS. Qb/size) 1=813/0-e-0,7=1112/0-8-0 Max Horz 1=143(LC 10) Max Upilftl=-342(LC 10),7=-448(LC 11) FORCES. Ob)-Max CompJMax Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 1-11-2556/1166,2-1 1=-2441/1 W,2-12--1686/744,3-12--1611/770,3-4---1649/776, 4-13-18&16K 5-13=-192/865,5-6=-1251800 BOT CHORD 1-14=-1045/2288,10-14=-1035J2297,10-15=-1043/2288,9-15=-1034/2299, 9-16-577/1436,8-16-585/1423,7-8--1087/671,6-8--394/261,7-17=-521/144, 6-17-521/144 WEBS 2-10 /273,2-9=-806/589,3-9-319/804,4-9-49/265,4-8-1743/914 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf;BCDL=6.0psf:h=10ft;Cat.ii;Exp C;Encl.,GCpi=0.18-, MWFRS(envelope)automatic zone and C-C Extedor(2)0-4-0 to 3-4-0,Interior(1)3.4-0 to 5-11-0,Extedor(2)5.11-0 to 8-11-0, eek x\P•...... � Interior(1)12-1-8 to 14-10-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.80 plate grip DOL--1.60see��j�.•• C,E N S'••.• x`ice 3)Plates checked for a plus or minus 0 degree rotation about its center. ee F •.Q 00 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • o 5)Bearing at joint(s)1,7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify �:* No 53681 capacity of bearing surface. °• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 1 and 448 Ib uplift at joint 7. ,� sa t 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the STATE F Bottom Chord,nonconcutrent with any other live loads. > " 8)°Semi-rigid pitchbreaks with fixed heels°Member end fixity model was used In the analysis and design of this truss. �i� •• �l jO R 1 •.•• •• • G see FL Cert. 6634 October 8,2015 A WAMM-*ft d.Ap parmmebm aW READ NOITS ON TW AND XMLDEO J!MN REMAMCEPAGE t9M?Mmv.C!/t820ts BtFOREM p v�for use oMY w197 taptek corvlectous.1t71s des�7 k b4�ed or71y upon parameters shown,cod�for an tx�9cAng component. App!k%c�lY of de�7 P��neters card proper tricorpora6on of component k resPor�tltY of bu@�dem-not 9tes deeper. shoum N for loferc!support of Itd(vldttai web rrterr7bets Doty.Addifkxx9 tempoicay bracl7g fo fns+ae stda@Ny during constructbn Is if7e resporfiy of fie WOW !!,, erector.Additlortc8 perrr7anent lxacklg of the oVetap structure is the responsibtitfy of the tx>Bdltg deslgr7er.for getlerd guidance regcadtng fabdcatEoi7 gttc911y contro4 storage delMery,erecQon and bracfn8.cortst6t ANSI/rP1161<sa6ty CrNerM,DSt!89 and BCCI&d6ding Componetd 6904 Parke East Sbd. 8dety Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION me 3" joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Center plate T /4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system e.g. and fully embed teeth. 1 TOP CHORDS 3 diagonal or X-bracing,is always required. See BCSI. CI-222,3 2. Truss bracing must be designed by on engineer.For Q i/�a' w�ie truss spacing indNidual lateral braces themselves 4 4 may require bractrrg oralternative Tor I n bracing should be considered. 3. Never exceed the design loading shown and never �°t' stack materials on Inadequately braced trusses. 4. Provide copies of this truss des�n to the building For 4 x 2 orientation,locate �$ designer,erection supervisor,property owner and plates 0-14 from outside BOTTOM CHORDS alt 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 ANSI/TPI 1. �— connector plates. THE LEFT. 7. Design assumes truss will be suitably protected from • location detail available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plat® Platesoftware upon request NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated,or green lumber. The first dimension is the plate 10.Camber 8 a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 responsibility of truss fabricator.General practice Is to 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 ail respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing of 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but 4 2012 MTek®All Rights Reserved approval of an engineer. reaction section indicates joint 17.Install and toad vertically unless Indicated otherwise. number where bearings occur. 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 Standard ANSI/TP11: National Design Specification for Metal t9.Review all portions of this design vie from baric word Plate Connected Wood Truss Construction. dna pictures)before use.Reviewing pictures atone Is not sufficent. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M��� 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling ANSI/TPI 1 Quality criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev.02/16/2015