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RC-14-2673 (3) 10; 3.2015 fi To City of Miami Shores Building Department ENGINEERS STATEMENT OF AS-BUILT CONDITION 10050 NE 2nd Avenue Miami Shores,FL 33138 RE: Certificate of Inspection for: The Remodeling and addition of the Saltzburg Residence Loci- 94 NE 100 Street, Miami Shore, Florida Type of Project Remodeling and Addition of New Kitchen Project Architect:Asgahar J. Fathi, Fathi Architects, Inc I, Jose Benitez a registered Professional Engineer in the State of Florida; PENo. 68183, in accordance with the Bylaws and Rules of the State Board of Registration for Professional Engineers and Professional Land Surveyors,do hereby certify that I performed a site observation on October 23,2015 during the construction process for the following: Observation of the Installed 2"x 8"PT double wooden wall hanger member anchored by expansion bolts to the concrete beam.Strapping and hangers are secured with 3-1/2"16d nails through both wood members. Additional Simpson strapping has been recommended to be added at the bottom of the ledgers joint. This Is to enhance the continuity of the members behalvlour under laterad forces. Based on field inspectionstobservations, it is my professional opinion that the installation of the wooden ledger/wall plate; conforms to acceptable industry performance. The assembly has been installed and is in substantial compliance for performance with the engineered design,the Florida Building Code and Specifications,the approved Construction Drawings. Sincerely, Jose Benitez, P.E. i Cc: Mr.Alfred Quem, President—Q's Construction, Inc. Jose Benitez, P.E. 14210 S.W. 161 Court,Miami,Florida 33196 Tel: 786.271.1565 Fax: 786.242.7354 PE No. 69193 r 10.23.2015 Pg.02 ENGINEERS STATEMENT OF AS-BUILT CONDITION RE: Certificate of Inspection for: The Remodeling and addition of the Saltzburg Residence Located - 94 NE 100 Street, Miami Shore, Florida Type of Project: Remodeling and Addition of New Kitchen Project Architect : Asgahar J. Fathi, Fathi Architects, Inc Field Observation Photographs Aft II • s More than 1" from the but joint for nail installation - Simpson Hangers Installed as indicated by Manufacturer Jose Benitez, P.E. 14210 S.W. 161 Court, Miami, Florida 33196 Tel: 786.271.1565 Fax: 786.242.7354 PE No. 69193 10.23.2015 Pg.03 ENGINEERS STATEMENT OF AS-BUILT CONDITION RE: Certificate of Inspection for: The Remodeling and addition of the Saltzburg Residence Located - 94 NE 100 Street, Miami Shore, Florida Type of Project: Remodeling and Addition of New Kitchen Project Architect: Asgahar J. Fathi, Fathi Architects, Inc Field Observation Photographs fk 4J — Yrs r 1 View of ledger and lower bolt with drywall framing above ready for insulation and drywall. Jose Benitez, P.E. 14210 S.W. 161 Court, Miami, Florida 33196 Tel: 786.271.1565 Fax: 786.242.7354 PE No. 69193 i CTQBQUALIFYING TRADE(S) Constn lion Trades Qualifying Board OOb? ELECTRICAL BUSINESS CERTIFICATE OF COMPETENCY 06E000546 YUM URI ELECTRICAL,RICAL C ONTRACT C+R IMC D.BA:: "im ' Jutiary M.Saps P.E. ,`.. .. _ - - Secretary of the Board , rvnr.murridade.0ov/eoonomy Miam Dk%M County retaim al Property n¢ts hwein. IT OSE A. Is certified under the Provisions of Chapter 1�0 of Miami-[lode Cet� a6ed 6LZO LSE90E siapejl o»ego1 I!we_d WVZO:6 6 9 LOZ EO Uef Miami-Dade County -Building and neighborhood Compliance Office Page 1 of 1 � w Home Product Control I Contractors Building Officials I Contact u " Contractor License Information Contractor Number. 06E000546 Contractor name: YUMURI ELECTRICAL CONTRACTOR INC Address: 14210 SW 161ST CT City,St,Zip: MIAMI FL 33196 Phone: (786)271-1565 Other Phone: Fax: (786)242-7354 Email: KEVIN2001 @COMCAST.NET D/B/A: Contractor Status: ACTIVE class category Category Description Expiration Date ELEC 1 ELECTRICAL 09/30/2017 BCCO Contractor inauiry andCornwaim Search I SCCO Home Pane I State Uosnsg S arch nu Hom I About I Phone Direacry I Pd-vm I Di. me, ®2001 Miami-Dade County.All rights reserved. http://egvsys.metro-dade.com:1608/WWWSER`V/ggvt/BNZAW941.DIA?CNTR=06E000546 2/3/2016 ./"'1 * ACCMEFCERTIFICATE OF LIABILITY INSURANCE o,,,ams "' THIS CERTIFICATE 13 ISGUED AS A MATT®t OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ISR.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIO= BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITM A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: If the aer68cate holder Is an ADDITIONAL INSURED,the poNcy(les)must be ando ed. If SUBROGATION IS WAIVED,subject to the temm and condRlons of the popsy,cwbdn popsies may requhae an endorsement. A statement on this cordflaide does not confer dghts to the ewWlca%holder in pw of such endorammid(s). PRIER TACT Me"M Twdaml Insurance and Sem p Fp"P34,4078 1321)5 SW 137th Avanue Sum 111 I Mlami,FL 33186 ONIMMMARVRINNOCOVEOW Phone 55.8685 Fax 1878 . GMWdebWUMhWCWflMW amuRED Progres$h&El M89 bm YUMURI ELECTRICAL CONTRACTOR INC Lk • A ow dwd Ineamm Cm ww 14210 SW 161 C ONIUMER D: N wK FL 33186 BINIURER F: COVERAGES CERTIFICATE NUMBER: 1 1 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMW WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAK THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED NOON IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES.LUIS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. TYPE OF INSURANCE I sm momg GENERAL LIABILITY EACH ZM RRENCE 1 0011.00 ® COMMERCIALGENERAL LMUN DAMAc3Es REM ,a $ 10Qp00,pp A ❑ ❑ cLaMs Maw ❑ occava 2DI30M X15 X18 MED EXP tarn aye pwean s 5,000.00 ❑ PERSONAL&ADN IIUURY $ 1000,000.00 ❑ GENERAL AGGREGATE s 2,000,000.00 GEWLAGGRE0ATELIMMAPPLESPER: PRODUCTS-COMPIOPAGO $ Z000.0W.00 ❑ POLICY 11219 ❑ LOC $ AUTONICHILIS LaAMUIV COMBINED SNQLE UMrr APIYAU'I'O BODILY INJURY(Per peram) s 10,000.00 AM B ❑ UTOSO�d ® 07117=6 07117=8 ODDLY INJURY(Pewr $ ❑ HIREDAUUM ❑ E° s 10,000.00 $ ❑ UMBRELLA LIAS ❑OCCUR EACH OCCURRENCE $ EXCESS LIAB ❑CU19YtS-MADE AGGREGATE $ ❑ D $ YIfOmO:le� YIN ®WC$TATU- OTH AND EMPLOYERS LIAR L1'IY ANY PROPRETORIPARTNERIEXECUTNE C OFFIDERIMEMBEREXCLUDED? NIAWC '0 07N7A201S 07A17U�18 ELN_EACHACCIDENT s_1000 00 .00 99yyeeee Of N`Inn E L DISEABN7_EA ENu�LOYe $ 1,000.000.00 DEi�RI OF OPERATIDNS bakm E.L.DISEASE-POLICY umrr s 1,000,000.00 T. DESOMP110NOFOPERATUMILWAIKMIVE19 101,AdNO Ramuke Sdte*A%If mare apme Is ngdmd) ELECTRICAL CONTRACTOR LJO.8 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEU.ED BEFORE mbmSham Vile THE EXPIRATION DATE ACCORDANCE WITHsdftoapmmt T TER.NOTICE WILL 13E�JVERED pal 10050 NE 2nd AMemte au nroR MD RW4VU NTATIVE M W d Shores.FAWWa 33136 main M mom ACORD 26(2010 QF ®1868-2010 AOORD CORPORATION. All rights tseswvsd, The ACORD ImI and ft0wersobtered n ft of ACORD 01/08/2018 18:39 3052341878 TAMIAMI #1402 P. 001/001 ACOPRU� CERTIFICATE OF LIABILITY INSURANCE 4• ' TkgB CflRTIFlCATE iS OWED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RK3HT3 Uf�I THE CERTIFICA'i E HOLDER.THiS� r CERTIFICATE DOES NOT AFFIRMATNELY OR NwATIVELY AMEND,$aBW OR ALTER THE COVERAQE AFFORDED BY THE POLICIES BELOW. THIS CER'TI "-M OF INSURANCE D0155 NOT CONSTITUTE ACONTRACT BETWEEN THE ISSUING INSURER(S),MMORIZED Rt:pl7ESENTATiYE OR PRODUCER,AND THE CERTIFICATE HOLDER. nuouMP g the oertifitaRe lio(dsr Is an AMMMAL 1 OWMA.tm pots )must be endorsed.If SUBROGATION IS WAIVED\subjed to the tames end aonditlons of the policy.outain ponchm may rmpdm an endormment. Astetame A on this oert5 md*does net eonfr rights to the i aesflflcate hoteer in Lieu of such mss). PRODUCER y P�'�rw��A'g+'' .:...; C'•.a••"•»Y:�; ,:=•.•<T•yy"::?t:.•i '•%•;; '•I T>Irniafrli if18Uf8Il0e 8>7d SelVIC@S 4!�'.•_,;a:4Jtl«'.s• .;< mail , 13205 SW 137th AvelUe Slue 111 x '�„ �,,"�r;�>;:;:.;. •;'w MTeml t-L 33186 M�FiO�RyD.nrsoo�► c, ,,, ...:. 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NOTWITHSTANDING ANY REQLIIREA+ENT,TERM OR CONDITION OF ANY CONMOT OR OTHER DOCUbAENT WITH RESPECT YO WHICH THIS CERTIFICATE MAY 13E 1SSU9D OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POL ICM DESCRIBED RUMIN IS SMELT TO ALL THE TERMS, I E`XC1.U3l"AND CON="$OF BVCH POLICIES.LIMITS SHOWN MAY MANE BEEN REDUCED AY PAID CLAIMS. I S TYPE OF DMIRANCE _ D POLICY,. NL I •• COOMMERCIAI.GINERAL LIABILITY 0 P q: ❑ aA E ,O o=fit .rt• — .r .is+ ..!t..•,r., :.,=tj✓ : "..`• ��.•...' t•''.. BEOSWtM ampomm S ? ... PENAL&ADV @{��RY a °i � +�:•. ...,I ❑ : '. > 3ENERALAGaR6t3AiE E�, Ikft 0519.At TELALITAIVIMSPER: PRODUCTS-COMP/OPAW $ Aw El POLICY Q U Loc s £ ALrrOMOBLE LUUWJYY 9dOLE LAItI ❑ ANYAUTO BODL-YPULIRY(Perpemon) S ALLOWNED B ❑ AUTOS r]Gi Lq OWNED ?i aJ• W �f BOaB Y 1K11 TRY(?� S . [= HIRED AUTOS, U AUTOS Y.YGY b'.T:li.... 4•, . .. . .j.J V 4V. L] tIMMILLALIAS < MMMLJAH I�CIABAS.MADE :' r` {.'£,,";'�:F".,ly.= i-�"' 'w• '4' n zs s- DLD a f'= r:. .'v:: 'r.5.:::.I.'. .xt.q, ..a''... .. ....... . ... .t".v' _^'_': • WORKIMSGOMPELBATIONay El —C ANDEMPLOYERS'LaA LrY YIN y T .:» £ •i ARTNBRIE>�OUTNEWl" �:.� £" j' ; 'i' y B.L.EACH.A=IDENT ��i. ®CCLUDED? N/A ✓'y' "_ •i:ti.M. •,4.,1F y �" ::,•;::r: a 4• ,', ';• g L alsEasE-FA EAAPLDY6 s i000 I OE £f OPERATIONS ttelow ;«• --._.....^.__ ILL DISEASE-POLICY LA6lT DHSt FMM OF OPBRATICN81 LOCATIONS I V6 aQ LSS(Affiyo6 ACORD lot.AdA6am1 R®Aoa SOly64ulor H mora W is retp8eep) r ••_'• T � ••<'^ i•.yf' :'iI ;•a'» °"y.'•}b ��:7.v•' ly.r'tf�«: . .•t '•.i ;�.Z�." . . .. , .S'• 4{, .7:wZf•�✓' .�:',.?.•' _ •.lZ,::'`;"v'"• 4;"!(` n'• !"'_;• °t'�" y,r•'1:"•",3'"T' .•T .�' ." • :� .i.• � SL.::t A Y:r'9'•'.'•"�.,y. •'4«=�t51•. °�+t�'t •P':'w ♦T. ..b CERTIFICATE HOLDER t" «,...4 s:t•-•,.£b .\::: •^•. ,.: CANCELLATION CHolder 'Mfatdtl Qiwnw;V.""p�. 'i { " £'^!T'` THE�PA?A DATETHEItWF NOTICEPOLL 118 O IVERED Of 7, 900p4B I�r��sp� Tf • �' •. ',•a•• •t^£._. :''�:f� �CORi b WJTH'rl'16 tiY At6QE2ti /taAniis .£• i.t��'1qq'T��t.�. ... •."I�I'."•.: :V'.':,. t,: :A: '.Y'''°�: {'£. --,..4.4..Yf�V ho- ,"si•Fllw'yvr�v:' :: i::•-',`.." 6f.Y ACORD 26(2010/05)QF ts�88-2010 CORPORATION. M rights reserved. afld 1090 are ra[stxed manta of ACORD From: lwvin2Wl 49comoseLnet Subject: Yumuri Date: Today at 607 PM To: A&W Quero aquero@gsconstructionine.com ;� 47 � - rf r_ t; . aP. AT All 9. � b+ -,- '� ,' yy'�`� �.�R'�'� s.y,�y�'i�� 'a� '��}.:7��r}�• �k3�i t'` G�,' `d .`d�/y„+,�o,d9..,,g��F4�'at �U,��n��.�� ,�� ✓ �, �'�` � +fir '�'�� .. �. t p s�{ yet; 4 9 Vfr rr fx t Sent from my Whone CERTIFICATE OF LIABILITY INSURANCE 112812016 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT'S UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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(8), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: N the certificate,holler(s an ADDITIONAL INSURED,#*pollay(les)must be endoeeed. N SUBROGATION IS WANED,subject to Vo terms and conditions of the policy,certain policies may regtdre an endorsement. A statement on this certificate does not confer rights to the certificate holder In Bair of such s PRoaUx:ER SUNZ Insurance Solutions, LLC. ID:(TLR) Wc7 AhTwe Gray Go TLR of Bonita Inc amem 727-520-7676 x 222 727-525-3862 St. Petersburg,e� 337010 aROVAM cxRr MME NAI:a SRA: SUNZ Insuranoe Comm 34762 INSURED oBoni, Inc sic a: Re-London-Best •A+• TLR of Bonita, murmc: Chauc - -Best «A+° Enterp700 Central Avenue Suite 500 manam D: Faraday Swdcate-u -Best Raft•A+" St Petersburg FL 33701 E: e�URBtR• COVERAGES CERTIFICATE NUMBER: 28343W3 REVISION NUMBER:- MS UMBER:THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSINSR . LTRTYFaramE ta7S� COMMERCIAL GENERAL LNUM M EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE r-1 OCCUR (Ee axu" $ MED EXP one $ PERSONAL&ADV INJURY a GEN'LAGGREGATE LIMIT APPLIES PEt GENERAL AGGREGATE $ POLICY❑JECT ❑LOC PRODUCTS-COMPYDPAGG $ OTHER $ AUTOMOBILE Ll40RJTY $ ANY AUTO BODILY IKRW ow pw9w) $ �OWNED SCHEDULED AUTOS BODILY INJURY(per Sow" $ MIRED AUTOS AUT $ $ UMBRELI A UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CIA AGGREGATE $ AEMPLOLIa rn► 1 1 6/1/2015 BJ1/2016 ANY YIN ELEACMACCIDENT $ 1,000, IIn 101)MI0R p MIA E.L.DISEASE-EA EMPLOYE $ Bundw OF OPERA bebw EL.DISEASE-POUCYUMrr $ 1,ow, B Onl(@rS Compensation TF"is for RRR—fta PKPOSM D E Coverage and noti ft Shall Create any Mht Under such reinsurance. DESCRIPTION OFOPERATIONSILOCATIONSJVEIL (ACORDiffl,Add1dondRemarksa maybe flmopeepawbre Coverage Provided for all based employees but not subcontractors a.Q'S CONSTRUCTION INC. Client EtTecdw:1127)2016 General Contractor Lic#CGC1508464 Plumbing Contractor Lic#CFC1427045 Undamrour d&Excavation Contractor Lic#Cuc1224136 CERTIFICATE HOLDER CANCELLATION low Shores Village, Building Department THE ANY OF TMM AISM D CIEs BE CANCELLED BEFORE Miami Miami ho 2nd Avenue THE EXPMaT�i DATE THEREOF, NOTICE WILL BE DELIVERED sI AccoR Miami Shoves FL 33138 DA1�E WITH THE POLICY IovoNs. sUTlroRrzED rraTarE '��'_' ��y 6► Gunn J Distefano ®1188-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014!0'1) The ACORD rine and logo are reostered marks of ACORD 28343663 1 Master Certificate I Jillian Melly 1 1/29/2016 12244:31 rat (PST) I rage 1 of 1 POST ON SiTE flv%;�PECTION RECORD ------- Permit NO- RC-1 2-14-2673 t�,, Miami Shores Village permit Type:Residential Construction 10050 N.E.2nd Avenue fit Work Classification:Addition Miami Snores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 ls=ue Date: 5/27/2015 -OR't Expires: 11/23/2015J SPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.cor(Vcap ,EQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. -:equests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060131190 Owner's Name: DONALD SALTZBURG Owner's Phone: Job Address: 94 NE 100 Street Total Square Feet: 300 Miami Shores Total Job Valuation: $ 158,000-00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. Q'S CONSTRUCTION INC (786)229-5666--Y-es BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING --J INSPECTIONS DONE ON FRIDAY. I V-441—X471, 1,VrAAee100t-, "Vt4,j L,d 0 V- - , C— A-V 144— Ti f INC IS Al � Ite—, YVE-S -a � ��6 iNSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS 13EEN APPROVED, PLANS ARE READLY AVAILABLE. IT IS T�!E PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND CXPOSED FOR INSPEC-1 ION PURPOSES. NEITHER -HF BULGING OFFICIAL NOR THE CITY SHALL BE 1-1431-E FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF AN"MATERIAL REOLARED TO AI-LOW iNSPECTICN. WARNING TO OWNER: ' YOUR FAILURE TO RECORD A NOTICE OF IMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 11", —3 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU !NTEEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF t,',O,MMENCEMENT. INSPECTION RECORD ZONING INSPECTION STRUCTURAL • ATE INSP INSPECTION DATE INSP INSPE N PLUMBING DATE INSP Foundation Zoning Final Sterriwall ZONING COMMENTS Rough Slab Water Service Columns (1st Lift) 2" Rough Columns 2nd Lift To Out Tie Beam Fire S rinklers Truss/Rafters Se tic Tank Roof Sheathin Sewer Hook-tin Bucks Roof Drains Windows/DoorsELECTRICAL Gas 36'$ Q 911S Interior Framin �/ / INSPECTION DATE INSP LP Tank Insulation d S Tem orary Pole Well Ceilin Grid 30 Da Tem orar Lawn S rinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Pi in Shire Lath Pool Wet Niche Backflow Preventor _ E er. !�!5 Under round Interce for _ PoolDeck {'oFooter Ground Catch Basins Final Pool Slab Condensate Drains Final_FenceWall Rou h HRS Final Screen Enclosure Ceiling Ro Driveway Rough PLUMBING COMMENTS Drveway Base Tele h ne ou h �,/� C-/)j. �,c►�wtvc. Tin Ca Tele hone Final Roof in ? ress TV Rough Mo in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rou h INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough ~Soil Bearing Cert Fire Alarm Final Rou h Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit_Mas Cert _ ELECTRICAL COMMENTS Hood Rough Insulation_Certificate �- aYi'fo'- + Pressure Test Spot Surve XI Final Hood Final Surve -,! j. Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm ,* Miami Shores Village �.. •� Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUL 0 8 2015 el: - ax: 5 6-8972 L—�X Y: RMM P ( O5)762-4949N(S EREC 7 S r4 FBC O 1 q BUILDING aster Permit No.- 116 r z-l�(Z q3 PE MIT APPLICATION Sub Permit No. EOUILDING ❑ ELECTRIC ❑ ROOFING ^VfREVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP ' CONTRACTOR DRAWINGS JOB ADDRESS: )/� l�/`°� l/®® City Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: �b L Address: Tt� �t0 , A City: A-0 -- State Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: c� Address: City: ' tate: . Zip: f Qualifier Name: Phone#: -79 Z 74 5—le-Ite State Certification or Registration#: ' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/ place ❑ Demolition .D 'gr 1 Speci cry c Submittal Fee$ Permit Fee$�� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$!Zj CCA_"� (Revised02/24/2014) a� 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permi*strtAent ab e e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT RACTOR The foregoing)nstrume t wa acknowledged before me this The forego �®� acknowledged before me this da of 20�J ®�° ay of a -o 20 ��,by personally known tom&jvrho Is personally known to me or who s produced as me or Xho has produced as identification and who did take an oath. identification and who id an oath NOTARY UC: Sign:g � NOTARY PUB IC: Si Sign- Print: Print: elot'6t ► tl SII 8 {Ol tgtt „�+o• Seal: i Seal: S3Isg101t371B! (04q +�*�x�xs*s�**a�**�s*s*�a�e�*�x�*��**� s� �s �**s��x��xs��aa�a��a***s�s�***$**�s*•��rwww*sa�x�*�s�*�s**�*s�***s��a�*a�x�x�we�e�e��rs�s�� /APPROVED BY � �, Plans Examiner W ��Ar Zoning Structural Review Clerk (Revised02/24/2014) 5 ■+•i F■ ��i�(„ - ■r fly • - FR,-;+ +fi 1?�," kv- ? i`Zi�� ;f� — �ff 7 -`il ii' T"r��: •: :.._; ....:::. - ,. _. .:- ♦`; "r c:_.: _+arTi i � .�---r-1 4� r•-�. ..:1+' _ .:•T - :a 1 r�r • •;."- •; i '•' 741. -.n.:•.II_r, �.31a��a._.` .S {:" � �'�`.��. -�II�I��i41�� ,1�t•��, et l:•i1��Ii ��/� ■tom � �� !�!W "�!�!"!!�5� V.� r.%�l.id��,y^y^I1�T � �ii� - 4• _ f r �i P'..l' �i:�.�. i ■�F F ra� aAY I • ■—��t _) a14`J'f •♦,7r iY _-__-_._ We ,w. .�r,_;.�• .,.:_.� ��•.. .r:�l +�_:. /., � ..:_:_ .'•"`ir -..;. ._" ... ISI', ©i♦_=.al l'i`.:: I i! :'t=,i i....l;�- _ ,tea 1 :'. r -••. •:;7.r .!._ .,,ay yr .:'t•._i. J r: z: ACOO V CERTIFICATE OF LIABILITY INSURANCE °"�(1111111101)"M 16.� 07107/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER cDNTAuT NAME: Joel E.Sanchez Emmanuel Insurance&Associates,Inc. PHONE ; (305)693 0003 No; (305)691-4381 2370E 8TH AVE AD RES; joel@emmanuelinsurence.com INSURER(S)AFFORDING COVERAGE MAIC 0 HIALEAH FL 33013-4236 DISURERA: BusirtessFirst Insurance Company 11697 INSURED INSURER B: Q'S CONSTRUCTION INC. INSURER C; ALFRED A.QUERO INSURER D: 4970 SW 72nd Ave Ste 106 INSURER E: Miami,FL 33155-5558 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER VATS GENERAI-CITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES occurrence $ CLAIMS-MADE D OCCUR MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED Ea aocident $ ANY AUTO BODILY INJURY(Per person) $ ALS ED SSCHEESDULED BODILY INJURY(Per accideM $ HIREDAUTOS AUTOS JED $ UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIMB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION - AND EMPLOYERS'LYIN N IABILITY TRY UMrr' ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,ODD+x•00 A OFFICERIMEMBEREXCLUDED? �Y NIA Y 0521-11041 01/24/2015 01/24/2016 1,000,000.00 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ Ityes,describe under 1,000,000.00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach%CORD 101,Additional Remarks Schedule,B more epee is mclutred) Contractors. Licensed No CGC1508464 CUC1224136 CFC1427045 Any Changes or alterations Done to this document after being issued shall constitute it null and void. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue I Miami Shores,FL 33138 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Email:sallybumstad@bunlStadintedors.com ACCORDANCE WITH THE POLICY PROVISIONS. Email:Felidanoj@miamishoresviliage.com AUTHORIZED REPRESENTATIVE ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone. (305)785-2204 Fax: (305)756-8872 Inspection Number: INSP-242780 Permit Number: MC-8-15-2113 Scheduled Inspection Date: February 17,2016 Permit Type: Mechanical -Residential Inspector Perez,JanPierre Inspection Type: Final Owner. SALTZBURG,DONALD Work Classification: A/C Replacement Job Address:94 NE 100 Street Miami Shores,FL Phone Number Parcel Number 1132060131190 Project <NONE> Contractor. GREEN ENVIRONS AIR CONDITIONING A MECHANICAL Phone: (786)573-2677 Building Department Comments THE WORK INCLUDES THE REPLACEMENT OF A Infractio Passed Comments RESIDENTIAL AIR CONDITIONING UNIT AT 94 NE 100 INSPECTOR COMMENTS False STREET, MIAMI SHORES Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-241757. missing lock caps Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 16,2016 For inspections please call: (305)762-4949 Page 5 of 40 t Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 r Phone: (305)795-2204 '= ' Expiration: 07122/2016 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: $ 5,925.00 GREEN ENVIRONS AIR CONDITIONIN (786)573-2677 Total Sq Feet: 0 Tons:5 Available Inspections: Additional Info:THE WORK INCLUDES THE REPLACEMENT O Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work:THE WORK INCLUDES THE REPLAC Scanning:1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# MC-8-15-56778 DBPR Fee $3.11 08/26/2015 Credit Card $226.20 $0.00 DCA Fee $3.11 Education Surcharge $1.20 Permit Fee $207.38 Scanning Fee $3.00 Technology Fee $4.80 Total: $226.20 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 theorego i rmatio is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I auth th bo na contractor to do the work stated. August 26,2015 Authorized Signature:Owner / Applicant / Contractor> / Agent I Da—te Building Department Copy August 26,2015 1 Miami Shores Village ' Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Master Permit No.R c 1 y -- 26`73 PERMIT APPLICATION Sub Permit No.MC 15- 2 1 f 3 BUILDING ELECTRIC 7 ROOFING 7 REVISION EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NE 100 Street City Miami Shores County Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Donald &Wendy SaltZl�rg Phone#: Address:94 NE 100 Street City: Miami Shores State: Florida Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Green Environs Air Conditioning & Mechanical Phone#: 786-573-2677 Address. 9040 SW 215 Street Cit,. Cutler Bay, State: Florida Zip: 33189 Qualifier Name: PAUL CASTELL Phone#: State Certification or Registra ' Certificate of Competency#: DESIGNER:Architect/ gineer• Phone#: Address City State: Zip: Value of Work fo this Permit:$ ^� Square/Linear Footage of Work: Type of Work: teration El New Q Repair/Replace El Demolition Description of work: The work includes the replacement of a residential air conditioning unit at 94 NE 100 Street, Miami Shores. Specify color of color thru tile: �I Submittal Fee$ Permit Fee$ v✓ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$.9-2-A, 210-W (Revised02/24/2014) T 1 49 Bonding CmmpanV'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 44111'z " Signature �v — S9Q 64NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of20 �� ,by day of J20 by who is ersonally known to who is ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Gi Print. �' Print: 4 Seal: .`osPs`Y .''o JESS7Sep23. Br ,° Notary PubliSeal `fie fieri O.Gomez 'Q My Comm.ExmycoboaSSIONM222042 Commissi '? g aaffi:Apt 19,2019 rrnnrr� ####3####### # # # gns ## ###APPROVEDBY Examiner Zoning Structural Review Clerk (Revised02/24/2014) gti►o> s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications.Each unit change-out must be on its own data sheet.Multiple units on single sheets are not acceptable. Job Address(where the work is being done):94 N E 100 Street City: Miami Shores Village County: Miami Dade Zip Code. 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO 0 ARHI Sheet Attached:YES Q NO❑ Contract Attached:YES Q UNIT BEING REPLACED DATA NEW UNIT TRANE MANUFACTURER CARRIER TWE060 AHU or PKG.UNIT MODEL# FV4CNB006L TTA 060 COND.UNIT MODEL# 24ACB76CA003 10 KW HEAT 10 5 NOM TONS 5 AHU CU PKG 1)M.C.A AHU CU PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU Cu PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 37.3 Amps 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 Amps 3. Voltage of Circuit(208/240/480): 208/230 4. Size Disconnecting Means: 60 Amperes Contractor's Company Name: Green Environs AC & Mechanical, LLC. Phone: 786-573-2677 State Certificate or Regist C1817518 Certificate of Competency No. Signature Date: 7 Z is (Quaimees signature) (Revised02/24/2014) Certificate of Product R AHRI Certified Reference Number: 7176410 Date: 7/16/2015 Product:Split System:Air-Cooled Condensing Unit,Coll with Blower Outdoor Unit Model Number: 24ACB760A"'31 Indoor Unit Model Number. FV4CNB006L Manufacturer. CARRIER AIR CONDITIONING Trade/Brand name:CARRIER Region:All(AK,AL,AR,AZ,CA,CO,CT, DC, DE, FL,GA, HI, ID,IL, IA, IN, KS, KY, LA,MA,MD, ME, MI, MN,MO,MS,MT, NC, ND, NE, NH, NJ, NM, NV,NY,ON,OK,OR,PA,RI,SC,SD,TN,TX, UT,VA,VT,WA,WV,WI,WY, U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1,2015,are eligible to be Installed In all regions until June 30,2016. Beginning July 1,2016,central air conditioners can only be Installed In reglon(s)for which they most the regional efficiency requirement. Series name:-P--EFt O CiESERIES PURON-ACS 4 l 6 1 T Manuf�leturbr responsible for the ratin�B of this combination Is CARRIER AIR CONDITIONING �l i o " once with AN J _ d urce Rate!as full w, I .occ- rid , "m #O _Air�C n Itlo 1 Air-' o t, Heat Rum ipment and>� act to:y tlon, uracy by �p�il o�rsdy A ,third p _ ftling tl Cooling Capacity(Btuh): 570tlt? EER Rating(Cooling): :EER Ra (Cooling). 17.tM1 .I. Y ' fi IEER ROM(Cooling): •Ratings followed by an asterisk(q indicate a voluntary rerate of previously published data,unless acxxmarded with a WAS,which indkzrtes an knroluntery rerats. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disdaims all liability for damages of any Idnd arising out of the use or performance of the product(s),or the unaut oriaed alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations Med In the directory at www.shridimatoryong. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRL This Certlfleate shalt only be used for Individual,personal and confidential reference purposes.The contents of this Certificate may not,M whole or In part,be reproduced;copled;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference, AIR-WNDRIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INInITM The Information for the model cited on this certificate can be verified at www.shridirectoryorg,dick on"Verify Certificate'link we malice life beth,,. and enter the AHRI Certified Reference Number and the date on which the kardficate was Issued, which is lid above,and the Certificate No.,which Is listed at bottom right 020114 Air-Conditioning,Heating,and Refrigeration Institute CERTFIiAT No.: I• ,reenenvirons. AIR CONDITIONING & MECHANICAL Lic. No.CAC 1817518 June 04,2015 Patrick Brown 1935 NW 171 Avenue Pembrook Pines,FL 33025 Re: Air Conditioning System Proposal for Residence at 94 NE 100 Street,Miami Shores, FL Dear Sirs, We are pleased to provide quotations for the replacement of the air conditioning system to maintain the intemal environment at the captioned dwelling. 1. AIR CONDITIONING SYSTEM Table 1 provides the options and prices for a 16 SEER RHEEM Central Split Unit as well as 18 SEER RHEEM Central Split Unit. Both units feature programmable thermostats, enhanced airflow, with static pressures approaching 1°w.g.,along with whisper quiet operation. The units come with a 10-Year limited warranty for the compressors and coils, when serviced according to manufacturer's specifications. If the compressor should ever fail,they will be replaced by RHEEM. RHEEM 5 Ton-16 SEER $5,875.00 $5,531 .00 RHEEM 5 Ton-18 SEER $9,771 .00 $9,188 00 The above prices include: 1. Delivery,installation and start-up of unit 2. Interconnection to existing electrical supply,copper and duct-system. 3. Permit and inspection fees. 4. Surface cleaning of existing grilles and registers. v Green Environs Air Conditioning&Mechanical. LLC M.. ----�► F.O. Box 970680, Miaml, FL 33197 • 786-573-2677 • Info@ greenenvirons.com W W W t.: R E E N E N V I R 0 N S C 0 M Optional Features Recommendations for enhanced features are contained in Table 2. T F2. Custom Washable Filter $200.00 3. NEST Learning Thermostat $180.00 2. AIR DISTRIBUTION SYSTEM The air distribution system will consist of suspended Rigid Fiberglass Ducts(R-6) interconnected to flexible insulated branch ducts and diffusers. Duct design and installation shall be in accordance with the SMACNA Duct Construction Manual. Prices and description are shown in Table 3. Table—3 twork design.Compliment of 7iTFIberglass Duds,Diffusers,Grilles, $878.00 s and accessories. 2. installation, Adjustments and Air included wth AIC unit Balancing 3. DE-COMMISSIONING S DISPOSAL De-commissioning of existing air conditioning units,ducts and copper pipework to disposal. Reclamation of refrigerant and pipes. Decommissioning&Disposal: I Lot - $325.00. ...J3 Page 2 of 3 Terms: 1. 50%Deposit upon acceptance 2. 35%Upon startup 3. Balance upon completion. We look forward to working with you on this project. Sincerely,Zru� GREEN ENVIRONS AIR CONDITIONNG&MECHANICAL,LLC PLC/dc Page 3 of 3 9 Miami shores Village Building Department. xOR 10050 N.E.2nd Awencj6 Miami Shores, Florida 33138. Tel: (305)795.2204 Fax: (305)756.8972 CONTRACTORS' R T IF CONTRACTOR IS A FLORIDA STATE.CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES 8t X COPY OF LOCAL BUSINESS TAX RECEIPT C. ? COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRAC OR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensali m EXEMPTION must have NOTICE TO OWNER form.and Contractor Af da *YOUR INSURANCE C0MPANY MUST ISSUE A CERTIFICATE AS F tate Haider: WAN SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MLW SHORES,FL 33138 Cedificate+tet spwffy tits desc ption of opereftis or conhidw kense number. BUSIN Green Environs Air Conditioning & Mechanical, LLC BUSINESS ACCO • P.O. Box 970680 CITY Miami STAT FE L Zp 33189 BUSINESS PTE:J786 1573-2677 FAX NUMBER 7( 86 ) 573-2677 CELL PHONE7[_ 18 l 473-5475 QUALIFEWS NAME: Paul L. Castell QUALIFIER'S LIC NUMBER: CAC1817518 s STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CAC 1817518 ISSUED: 05/13/2014 CERTIFIED AIR COND CONTR CASTELL, RAUL LINCOLN GREEN ENVIRONS AIR CONDITIONING& 15 CERTIFIED under the provisions of Ch-489 FS. F.pirawn date AUG 31.2C< mWelt UACEN ck" C234-692-67-367-0 T 90"AW 24-S 7 s MAW s: F Local Business Tax Receipt Miami--Davie County, Mate of Florida THIS IS NOT A BILL-Do NOT PAY BUSINESS(v�sMErLOGnrta RECEIPT NO, EXPIRES j GREEN ENVIRONS AIR NEW BUSINESS SEPTEMBER 30, 2015 CONDITIONING&MECHANICAL 7470240 Must be displayed at place of business i Pursuant 4o County Code { � T C1 ter sa-Ar. t�to UT $AY,FL 33189 OWNER 51EC.TYPE ZIP BUSINESS PAYMENT RECEIVED GREEN ENVIRONS AIR 196 GENERAL MECHANICAL BY TAX COLLECTOR CONDITIONING&MECHANICAL LLC CONTRACTOR 45.06 08107=15 (~fn PAI II l INr,Cii N rAATFI o Worker(s) I CAC1817518 0237-15-000109-15-DOfl109 This Local Business Tax RagaillittoolY confirins payment of ilia Local Business Tari.The Receipt is trot it licenso, permit,Ora certification aff��e�holdefs qualifications,to do business.Holder must comply troth any governmental or nongovernmental re+guls51aws and requirements which apply to the business. The RECEIPT NO.abow*40 be disployedon all commercial vehicles-Miami-Dude Code Sec lla-278. MIAMIRADE' - 'inoreinfeWVWV_ww miq!jjd1adg=gvtaxco1IPA@( r CERTIFICATE OF LIABILITY INSURANCE °"�08, 115"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pol(cy(les)must be endorsed. N SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsenrent(s). PRODUCER CONTACT Ana Miranda Great Florida Insurance-Pinec rest Pg.%.Ehe (305)256-0616 F N,): (786)522-1889 11205 S Dbde Highway 101 ana@Oegacy3insurance.com Miami,FL 33156 INsu S AFFORDING COVERAGE NAIL s Phone (305)2560616 Fax (786)522-1889 INSURER A: Granada Insurance Company INSURED INSURER B: Green Environs Air Conditioning&Mechanical LLC INSURER C: 9040 SW 215 Street INSURER D: Cutler Bay,FL 33189 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDADDLSUBRUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER MMN F MWD Y°� LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 500,000.00 E T RENTED 100,000.00 Q COMMERCIAL GENERAL LIABIUTY PREMISES Ea occurrence $ A ❑ ❑ CLAIMS-MADE Q OCCUR 0185FL00067594-1 MED EXP(Any one person $ 5,000.00 F-1 03N 312015 03/13/2016 PERSONAL&ADV INJURY $ 500,000.00 ❑ GENERAL AGGREGATE $ 500,000.00 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 500,000.00 ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY McBIN�eD INGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED ❑ SCHEDULED BODILY INJURY(Per accident) $ ❑ HIREDAUTOS ❑ AUTOS AUTOS NO"WNED PR�PERYm E $ ❑ UMBRELLA UAB [— EACH OCCURRENCE $ ❑ EXCESS LtAa ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑WC STATY UMU- ❑OTH- AND EMPLOYERS'LIABIUTY Y I N ER ANY PROPRIETORIPARTNERIEXECLmVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A iMyyaB8nBBd In ElE.L.DISEASE-EA EMPLOYE $ descrider DESG�RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) AC Equipment4ristali,repair or service. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD . y ae JEFF ATWATER CHIEF 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: 6/19/2014 EXPIRATION DATE: 6/18/2016 PERSON: CASTELL PAUL L FEIN: 460825571 BUSINESS NAME AND ADDRESS: GREEN ENVIRONS AIR CONDITIONING&MECHANICAL LLC 9040 SW 215 STREET CUTLER BAY FL 33189 SCOPES OF BUSINESS OR TRADE: HEATING,VENTILATION, AIR-GOND Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of eieclion to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DV%C-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 environs AIR'CClNDI110NING & MECHANICAL Lic. No.CAC 1817518 Date: State of Florida County of Dade Before me this day personally appeared a V/ S Q who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at 94 NE 100 Sheet,Miami Shores, Florida. AA Sworn to(or affirmed) and subscribed before me this /7 day of � —. 20/5' by �/;v,a n ,a h^ 11 Personally know I OR Produced Identification FL -<?A. ` -ID q4• W7 Type of Identification Produced `1re 1.ieQx•Se of FWW YIMIANI�EDWA rotary 244= Greets 1.Myons Air Conditioning &Mechanical. LLC P.O. Box 970680.`M argil, FL 33197 • 786-573-2677 • info®greenenvirons.com W W W G R E E N E N v L R 0 N 5 C 0 M 1% Miami shores Villae soon amg Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 4- Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature Owner State of Florida County of Miami-Dade nn The foregoing was acknowledge before me this day of AOOL4 20 LS By_ WVUJ6 who is personally known to me or has produced 16 byiig( ' Uccmk as identification. Notary: SEAL: BNMWAMTEP MYCOARAMWO73M EXPIRES:March 28,2018 BMW Twu Nfty P#*UW&vfts Miami Shores Village ��, Building Department JuL A 1 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 , '_ - INSPECTION LINE PHONE NUMBER:(305)762-4949 F 206 BUILDING Master Permit No. la,lei`-Z�� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑BENE L ❑PLUMBING ❑ MECHANICAL PUBLIC WOR ❑ CHA GE OF CANCELLATION SHOP C TRACTOR DRAWINGS JOB ADDRESS• City: Miami Shores County: Miami Dade ZID: Folio/Parcel#: Is the Building Historically Designated:Yes NO /K _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: 7 Address !2z�- City �� State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: S Phone#: ls�� ✓�kaf0 Address: l 154e.19 City: State: Zip: T S� Qualifier Name: Phone#: State Certification or R gistration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this P rmit:$ Square/Linear Footage of Work: Type of Work- I Addition ❑ Alteration ❑ New Repair/Replace Demolition Description o Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 4 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 exceedin $2500- the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochur 1 be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded noticeof com en must be posted at the job site for the first inspection which occurs seven (7) days after the building permi 's issued. n e ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature or WNT CONT 7OR The foregoing instru ent as acknowledged before me this The foregng i trum nt wa acknowledged before me this day of 20 ) .by day of 20 �.�,by o is personally known to ho is personally known to me or w has produced as me or ho has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU NOTARY P BU Sign: A Sign: � NotaLvdPublic-staijill FEW Print: m Print: w r>� ,2018 ssion#FF 195154 '•, „ ,.� Com i.sii:r. +� FF 108184 Seal: Seal: *�**eesa�ss�esa�*w***s*e�*��s***�*•s�*sss��a�e�*+s��a�a�s*�x*e�a��*sus:�x*�a�ess+!<*a�**a�as�a�s*��**��«sa�s��a*+�s�**�x�ae�aw�xs��s* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Reevisedo2/24/2014) Fort Dallas Truss Company, LLC. R 7035 SW 44th ST FORDALLA Miami, FL 33155 R U Tel: (305) 667-6797 _2T Fax: (305) 667-0592 Re : 15G13: Q'S COSNT Site Information: Project Customer: Q'S CONSTRUCTION Job Name :Q'S COSNT Lot/Block: Subdivision Site Name: Site Address: 94 N E 100 ST MIAMI St: FL Zip: General Truss Engineering Criteria &Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: 7.60 Oct 3 2014 Roof Load: 55.0 psf Floor Load: N/A wind CodeASCE7-10 C-C for members and forces&MWFRS for reactions Wind Speed: 175 mph This package includes 7 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. Date Truss ID# Seal# • • • • 9999 9999•• • • • • 1 07/16/15 CRA 0001 2 07/16/15 H1 0002 9069•• 000 •009i• • 3 07/16/15 HG1 0003 • • • • • 9999•• 4 07/16/15 A 0004 9 • • • • 9999 • •• 9999• 5 07/16/15 J3 0005 • 9999•• • • 9999• 6 07/16/15 J5 0006 • • •••••• •• •• • 9900•• 7 07/16/15 s1 0007 0 0 0CO Y • • • • • •00.0• 9999•• • • • ••000• The truss drawing(s) referenced above have been prepared 'JUL 1 under my direct supervision based on the parameters by Arch. or ENG of Record using MITek 20/20 software. Truss Design Engineer's Name: Jose Martinez, P.E. 24 E 5th ST, Hialeah, FL 33010(Florida PE#031509) ,� , P E• n sneer tura) esu - 24 E 5th Street NOTE: The seal on these drawings indicate acceptance of FL 33010 professional engineering responsibilty for the truss Hialeah, 97 components shown. PFlor�da�E Q315 Page 1 of 1 Engineers Name Data Fart Dallas Truss Co.LLC. To: Delivery 703 SW 44 St. Mimi,FL.33155 Q'S CONSTRUCTION Job Number. 15G13 (305)667-6797 Fax: (305)667-0592 7005 N.WATERWAY page: 1 Project:Q'S COSNT Block No: MIAMI,FI' Date: 07/16/1515:47:24 Model: Lot No: Contact: Site: Office. Deliver To: Account No: 000000234 Name: Designer. / Phone: (786)299-5656 Salesperson: OVIEDO MENENDEZ Fax: 94 N E 100 ST Quote Number. MIAMI,FL P.O.Number- Profile: umberProfile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH 4 CJ7A 07-00-02 DIAGONAL HIP 3.g4 OA Hght 02-04-13 1 2X4/2X4 1.77 HIP2 Hl 17-10-00 OA light 03-03-01 2 5.00 2X4/2X4 2.50 HIPGIRDER g,00 2 HGl 17-10-00 OA Hght 02-05-01 3 2X4/2X6 2.50 01-00-00 OA light 00.09-01 4 99 8 J1 CORNER JACK 5.00 2X4/2X4 2.50 OA light 01-07-01 5 8 J3 03-00-00 CORNER JACK g.00 2X4/2X4 2.50 10 J5 054)0-00 JACK-OPEN 5.00 OA light 02-05-01 6 2X4/2X4 2.50 3 S1 17-10-00 ROOF SPECIAL OA• •Hght 0400-10 • • •••• .....•7 g.00 • • • • 2X4/2 X4 2.50 •• • ••• • • The truss drawing(s) referenced above have been prepared •••i•• under my direct supervision based on the parameters by Arch. or ENG of Record using MiTek 20/20 software. 0000 off** /24 . Truss Design Engineer's Name: Jose Martinez, P.E. J® C�sulttr424 E 5th ST, Hialeah, FL 33010(Florida PE#031509) 33�6NOTE: The seal on these drawings indicate acceptance of g} professional engineering responsibilty for the truss (Florida RE` components shown. JUL 1 200 Frgineers Nance Date f Job Truss Truss Type QtY Ply Q'S COSNT 15G13 CRA Diagonal Hip Girder 4 1 0001 Job Reference o onal FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,waampos 7.600 s Oct 3 2014 MITek Industries,Inc. Thu Jul 1615.48:15 2015 Page ' ID:TiefAWragLTrLwOY011SWyxZRm-ZxlEg20CtF4XBS3h8HkF7zMHEVwpiZgkV4EIChyx$k 3.10-1 7-0-2 3-10-1 3-2-1 2x411 scale=1:13.8 3 4 3.54 f 12 314 y 8 v 2 M No.3 11.0 1.42x4 Not 74411 2.5 2x4 No.32-7.5 2$ No.3 14 7 -� 2X4 M 317.1-5 3x8= N,e 2X4 11 1.77 12 3x4= 3-10-1 7.0-2 3.10-1 3.2-1 LOADING(psf) SPACING- 241.0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) 0.03 6 2-,999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(TQ -0.14 1.6 3P546 180 •••• BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.02 5 Na We • •••• BCDL 10.0 CodeFBC2010ITP12007 (Matrix) •• • :Weiglj. Sb FT.a • LUMBER- BRACING- ••��• •• •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea"Rattly applied or 4.9-7 9c purlips, SOT HO�2x4 SP No.3 BOT CHORD Rigid2x4 SP M 31 �coi Ing end vaticals. WEBSdirectly s1;pliM or 10-0 cr,biking. ' •' •••• • •• ••••• REACTIONS.(Ib/size) 1=169/0.9-13,5=311/Mechanical •••••• • ••i•• Max Horzl=183(LC 4) • • 0999:0 • Max Upllf8=-144(LC 13),5=-236(LC 4) Max Grevl=688(LC 21),5=536(LC 23) •'�' • • • • • • • •••••• FORCES.(Ib)-Maximum CompressionlMaximum Tension ••••• TOP CHORD 1-7=-14441443,2-7=-14391431,2-8=-108155,3-8=-52125,3-4=-2/0,3-5=-1231111 • • • ...••• BOT CHORD 1-9=-509/1335,9.10=-51011388,6.10=-50811395,6.11 .51611341,11.12=-515/1371,5.12=-51311376 •• • • ••• • • WEBS 2-6=01576,2.5=-1364/508 •• i NOTES- 1)Wind:ASCE 7-10;Vuit=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.0psf;h=10it;Cat.II;Exp C;End., GCpi=0.18;MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSUTPI 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 144 lb uplift at joint 1 and 236 lb uplift at joint S. 7)This truss has been designed for a moving concentrated load of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent 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. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 Ib down and 86 lb up at 1-415,104 Ib down and 86 ib up at 1-4-15,and 123 Ib down and 140 Ib up at 4-2-15,and 123 Ib down and 140 Ib up at 4.2.15 on top chord,and 181 ib down and 38 Ib up at 1.4.15,and 181 Ib down and 38 Ib up at 14-15,and 198 ib down and 13 Ib up at 42-15 on bottom chord. The designlselection of such connection device(s)is the responsibility of others. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-90,34=-30,1-5=-20 Concentrated Loads(Ib) Vert:7=172(F=86,B=86)8=20(F=10,8=10)9=38(F=19,B=19)11=2(F) Job Truss Truss TypeQty Ply as COSNT 15G13 H1 Hip 2 1 0002 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos ' 7.600 s Oct 3 2014 M)Tek Industries,Inc. Thu Jul 1615:48:17 2015 Fuge I0:TiefASUmgLTrLwOY011SNIyxZRm-VKP FJ28FtFFQmD4FimJCORIOXEAUK1zNJrFZyuS 3-10-0 7-0-08-11-0 10-10-0 14-0-0 17-10-0 3-10-0 3-2-0 1-11-0 1-11-0 1 3-2-0 3.10-0 Scale=1:a&s 4x5= 4x7= 3 11 4 5.00 12 a a W4 3�! 3.8 N4.31-4-2 48 a 4-82x W.31�4-a W� d a 5 1.3 2 8 0.3 7-5.7 ac N 30-0-0 &7 N 3 18 12 13 8 = 14 8 __ 15 & 7.312 8 1 10 7 to 2x4 11 2x4 II 16 a.so 12 4xs axs= 0&0(0-1.8) 0 80(018) 3.10-07-1-8 10.8.8 14-0.0 17-10-0 3.10.0 3-3.8 3.7-0 3.3.8 3-10-0 Plate Offsets(X Y)-{1.0.4AEdge],[4.0-64,0.2-0],[6:0-4-4 Edge],[8:0.3-8,0-2-8] [9:0.5.4,0.2-8] LOADING(psf) SPACING- 24-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.20 9 2-999 360 MT20 ••••2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.40 8.9 2-514 180 • • •••••• •••••• BCLL 0.0 Rep Stress Incr YES WS 0.24 Horz(TL) 0.26 6 nia Na • • • • BCDL 10.0 Code FBC20101TP12007 (Matrix) • •Weighf*A jb; FT=O% •• LUMBER- BRACING- •••i•• • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shoetitjr� irectly agRlied or 3-0-4 ppuraiNs. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly app i or 4.1 PC S8acing.• • WEBS 2x4 SPNo.3 •••• • •• ••••• REACTIONS.(Ib/size) 1=94410-8-0,6=944/0-8.0 •••••• i••••• •••••• Max Horz1=-111(LC 15) • Max Up11fd=-382(LC 10),8=-382(LC 11) ••�'; • •• • • • • •••••• FORCES.(lb)-Maximum Compression/Maximum Tension • • ;••••• • • TOP CHORD 1-2=-3219/1640,2-3=-277711404,3-11-260411368,4.11=-260411368,4-5=-277811405,5-6=-321911639 • • • •••••• BOT CHORD 1.12=-141712880,10.12=-141012886,10-13=-142012882,9-13=-1416/2892,9.14=-1087/2531,8.14=-1087/25"4'x,8•?5=-141Wt8rt-15=-1420/288!, 7.16=-1409/2886,6.18=-141712881 •• • WEBS 2-10=01241,2-9=-4001322,3-9=-2891710,4.9=-2041203,4.8=-2901712,5-8=-4001339,5.7=0/240 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.Opsf;h=1011t;Cat.II;Exp C;End., GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)1,6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 Ib uplift at joint 1 and 382 Ib upiift at joint 6. 8)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 the Bottom Chord,nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 0 1 S COUT 15G13 HG1 HIP GIRDER 2 1 0003 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Thu Jul 1615.48:20 2015 Page ID:TIet4 WmgLTrLwOY0118WyxZRm-w56tl4LiodpHDyewgKQg134CWaaNIKTfIxVsuyxS SAA 8.11-0 12-10-0 17-10.0 5-0-0 3.11-0 3-11-0 5.0.0 state a 1:28.7 6x8 M18SHs= lla8 M188H$= 3x8= &00 12 2 8 3 10 4 0�2 a3 N 3 2K4 a 4.6 1-2 31 "UqM740 6$7 6x12 W2 x ss3 6 1 8 12 7 13 7X10 M18SHs= 1 7x10 M188HS= 3K8 11 ry 2.60 12 1� 0-"0.1.8) a8-0(a1 8) 5.3-0 8-11-0 12-7-0 17-10-0 544 341-0 3.8-0 5.341 Plate Offsets(X,Y)- 1:0.5.2,0-0.13],[2:04-0,0-1-131,[4:04-0,0-1-131,15:0-5-2,0-0-131,16:0-5-0,04)4],[8:044,0-04] LOADING(psf) SPACING 2.0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC OA7 Vert(LL) 0.43 7 2-483 360 MT20 e•••244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(TL) -1.02 7 2-202 180 • • M18SI1&e••'144/190••e S S• BCLL 0.0 Rep Stress Incr NO WB 0.61 Hom(TL) 0.49 5 We Na •• • • •• BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight:•ftb• FT-076 • LUMBER- BRACING •••i•• • s • TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sh"f��gg�irectly a �Iledeor 2414 ps"i4Ws. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applfedor 5-2 da Wksing. WEBS 2x4 SP No.3 S "Excep e ••••i • •• ••••• S • 2.8,4-6:2x43PNo.2 SS• • /Seel• SSSS• •• •S • SSSS•• REACTIONS.(Ib/size) 1-147110-8-0,5=14711041-0 •••••• • • Max Horzl=77(LC 12) • • . • Max Uplif8=-837(LC 8),5=-855(LC 9) • • • • 0600:9 • Max Gravl=1872(LC 27),5=1872(LC 31) • • i••••• • • • • • •Sees• FORCES.(Ib)-Maximum CompressiontMaximum Tension e • e TOP CHORD 1-2=-736513132,2-9=-705713031,3.9=-7056/3031,3-10=-705613044,4.107056/3044,4.5=-736513145 •• • BOT CHORD 1-11=-2886/6813,8-11=-287516823,8.12=-363718548,7.12=-3637/8550,7-13=-3637/8550,6.13-363718549,6.14=-2809/6823,5-14=-281916813 WEBS 24587712860,3-8=-17301921,3-7=01801,3-6-17301M,,4.6=-877/2860 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=&Opsf,h=10ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 837 Ib uplift at joint 1 and 855 Ib uplift at joint 5. 9)This truss has been designed for a moving concentrated load of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 Ib down and 203 Ib up at 541-0,117 Ib down and 203 Ib up at 7-0-12,117 Ib down and 203 lb up at 8-11-0,and 117 Ib down and 203 Ib up at 10-9-4, and 117 lb down and 203 Ib up at 12-10-0 on top chord,and 806 lb down and 143 lb up at 5-1-12,226 Ib down at 7-0-12,220 lb down at 8-11-0,and 226 Ib down at 10-9.4,and ON lb down and 143 Ib up at 12414 on bottom chord. The designiselection of such connection devices)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate increase=1.00 Uniform Loads(plf) Vert:1-2-90,24-90,4-5-90,1-8=-20,6-8-20,5-6-20 Continued on page 2 Job Truss Truss Type Oty Ply Q'S COSNT 15G13 HG1 HIP GIRDER 2 1 0003 Job Refererme o onal FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.500 s Oct 3 2014 MITsk Industries,Inc. Thu Jul 1615:48:20 2015 Page ID:TiefASUmgLTrLw0Y011SWyxZRrn-w5BU4LIodpHDyewgKW34CWaaNIKTfLxVsuyxS LOAD CASE(S)Standard Concentrated Load(lb) Vert:2=-117(13)4=-117(8)8=-195(8)6Q-195(8)7=-26(B)3=-117(8)9=-117(B)10=-117(B)12-26(B)13=-26(0) • • •••• •••••• •••••• •• •••••• • •••• • •• ••••• • • •••••• •• •• • •••••• •••••• • • • 00 a • • • • •••••• Job Truss Truss Type Qty Ply as CO NT 151313 J1 Corner Jack 8 1 0004 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Thu Jul 1615:48:21 2015 Page ID:TlefASUmgLTrLw0Y011 SVVyxZRm-NSfV455zT5lgvNXrUYrfMEcMtv3t8L2du?h3OLyxS • � 1-0-0 1-0.0 scale o 1:" 5.00 12 2 i 1 � 1-22X4 No21-2-7 i � o N0214-10 :L >< 'd 2.60 12 0-1-M 3x4 LOADING(psf) SPACING- 2.0.0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) -0.00 1 :oM 360 MT20 2441180 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(M) -0.00 1-3 >899 180 •.•• BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a Na • ••••• 600000 BCDL 10.0 CodeFBC2010/TP12007 (Matrix) • welgq;db • FT=0% • •••••• •• •••••• LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathkirdliwilly applied or 14-0 sc purlies. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applg4or 10-0-Q Vc btacing. :•••• REACTIONS.(Ib/sbe) 1=5110-8411,3=9/Mechanical,2=41/Mechanical •••• • •• ••••• • ••i••� Max Horz1=48(LC 10) 00:60: •600:0 Max Up11H1=-10(LC 10),2=-46(LC 10) •• •• • *00000 Max Grav1=223(LC 23),3=209(LC 24),2=41(LC 1) •••••• • •• FORCES.Ob)-Maximum Compression/Maximum Tension • • :006:0 •••••• TOP CHORD 1-2=-46/26 • • i BOT CHORD 14=-2210,3.4=4122 •• i • 09* i**so: NOTES- • • • 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.0p9f;h=1 Oft,Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Extarior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSUTPI 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 10 Ib uplift at joint 1 and 48 lb uplift at joint 2. 7)This truss hes been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 8)"Semi-rigid pitchbresks with fixed heels"Member and fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job Truss Truss Type oty Ply Q'S COSNT 15G13 J3 Corner Jack g 1 0005 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MiTek Industries,Inc. Thu Jul 1615:48:22 2015 Page ID:TiefASUmgLTrLw0Y011SWyx2 Rm-rHDtlR5bEPt)=612FMwS9UnJMgrolmBfOcxnyxS 3'0'0 3.0-0 scale 1:9.9 2 i SA 12 1-22x4 N0.2 347 0 1 N 3 32x4 NO2 31-3 4 2.59 12 3x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.00 1-3 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(TL) -0.03 1-3 2-999 180 0000 • • WB H rz 2 a a • BCLL O.0 Rep SL'ess Incr YES 0.00 0 (TL) -0.00 N n/ • 0000 •••••• SCOL 10.0 Code FBC2010ITP12007 (Mawx) • •• O Neighti 1%lb FT=O% • LUMBER- BRACING- •0.000 0• 0.00.0 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheatidill:1111nctly applied{or 3-0-0 qF purlhp. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appuq,or 6-0-0p0br%dng. :0000 REACTIONS.(Ib/size) 1=143/0-8-0,2=1171Mechanicai,3=26/Mechanical 0000 • •• ••e•• Max Horz1=112(LC10) ••�••� �•••�• ••loco Max Uplifd=-43(LC 10),2=-116(LC 10) •• •• • 0000•• Max Gmv1=265(LC 23),2=117(LC 1),3=226(LC 24) *see*: • •• FORCES.(Ib)-Maximum CompressionfMaximum Tension • • e • 9666:0 TOP CHORD 1-2=-103/61 • • •0000•• BOT CHORD 1.4=-2510,3-4=0125 •••• i • ••• ***see NOTES- 0000 i 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vas&136mph;TCDL=9.0psf;BCDL=6.Opsf,h=10ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(envelope)gable and zone and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girders)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical 2 ical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 118 lb uplift joint 7)This buss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed hoofs"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job ' Truss Truss Type QtY Ply Q'$COSNT 151313 J5 Jack-Open 10 1 0006 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Thu Jul 1515:48:22 2015 Page ID:TlefASUragLTrLw0Y011 SWyxZRm-rHDtIRSbEPt)=612FMuvS5NBJGGrolmBfQcxnyxS 5-0-0 5.0-0 Scale a 1:15.7 2 SAD 12 2 2x4 N0.2o-&0(D-1.8) o 1 Not 5141 d d 2.80 12 3x4 c LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.03 1-3 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(TL) -0.18 1-3 2--299 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 We Na BCDL 10.0 CodeFBC2010ITP12007 (Matrix) Weight:16 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.04 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. REACTIONS.(Ibfsize) 1=25310484,2=2071Mechanical,3=46/Mechanical Max Horc1=183(LC 10) Max UpIHtl=-83(LC 10),2=-197(LC 10) Max Grav1=315(LC 23),2=207(LC 1),3=246(LC 24) FORCES.pb)-Maximum CompressionlMaximum Tension • • •••• *000:0 TOP CHORD 1-2=-1661100 •• : ••• • • BOT CHORD 14-28%34Q-0128 • • • 099.9• 0• •00••• • NOTES- •990•0 • • • 1 Wind:ASCE 7-10;Vult=175m h 3-second gust)Vasd=136m h;TCDL=9.0 psf• =10ft•Cat.11;Exp C;EmI6.9 •• • i i p ( g ) p psf;BCDL=6.0 ,h , GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS fat moans • • • shown;Lumber DOL=1.60 plate grip DOL=1.60 i • 2)Plates checked for a plus or minus 0 degree rotation about Its center. •••••• • • ••••• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• •• : •••••• 4)Refer to girder(s)for truss to truss connections. • 5)Bearing at joint(s)1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer sZsa A rify capacity of bearing surface. ••.•0• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 1 and 19P Ib • • • uplift at joint 2. • • • •••••• 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 Bottom Chord,nonconcurrent 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. LOAD CASE(S)Standard JobTruss Truss Type Qhs Ply '7 COSNT • 15G13 S1 Roof Special 3 1 0007 Job Reference(optional) FORT DALLAS TRUSS CO.LLC.,MIAMI,FL.,wcampos 7.600 s Oct 3 2014 MITek Industries,Inc. Thu Jul 1615:48:24 2015 Page ID:TlefA5UmgLTrLwOY0118WyxZRm-ogLdj77niO7FmrFQ9gOM sEnu7twJZ13azvj4fyxS 4.9.8 8.11-0 12-1-8 15.4-0 17-10-0 4-9-8 4.1-8 3-2-8 3-2-8 2-6-0 Scab=1:28.8 4x$_ 3 5.00 12 12 4 3x8 a 3x4' 3.8 N 1-8-10 1- N 2 N 11 13 2x411 -102x N 30.11-7 8 � � 8 x28.1• 1$ �= td o 18 1 2x4 I I S 1.012 8 14 6.72x4 Not 2.50F12- 17 3x4= 3x8% 7 3x8= 0.8.0(0.1.8) 04.0(0-1-8) 441.8 8.11-0 15.40 A6.0-Q 17-10-0 4-9.8 4.1-8 6.5-0 0.8.0 1-10-0 Plate Offsets 0(YHI:0.3-1.0-1-8] [4.0.1.8,0-148] [8.0-2.4,0.240 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.15 9-10 >-M 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0A1 8.9 :4" 180 BCLL 0.0 Rep Stress Incr YES WS 0.58 Horz(TL) 0.16 7 fila n1a BCDL 10.0 CodeFBC2010/TP12007 (Matrix) Weight:77 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1-12 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. 5.7:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS.(Ib/size) 1=81310-",7=11121041-0 Max Horz1=143(LC 10) •""• Max Uplifd=-342(LC 10),7=448(LC 11) • • •••• •••••• FORCES.(lb)-Maximum Compression/Maximum Tension • • • TOP CHORD 1.11=-274311166,2-11=-2648!1184,2-12=-1799/744,3-12=-1735870,3.4=-17801776,4-13=-185/696,5.13LIOt i,5-6=-125/6W BOT CHORD 1-14=-1045/2451,10-14=-103512460,10-15=-104312451,9.15=-1034/2462,9-16577/1514,8-16fl-585/1504!88-41821571,5.8439/251;7.17=-921/1 6-17=-5211144 0000 00 a •*0000 WEBS 2-10=0/273,2-9=-8721589,"-3191969,4-9-4912615,4-8=-18681914 • • • 0 • NOTES- •a•••• • a ••a0• 1)Unbalanced roof live loads have been considered for this design. ••0••0 0 0 �' 000000 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=9.Opsf,BCDL=6.Opsf,h=10ft;Cat.ll;Exp C; ,a • 0• GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-4.0 to 3.4.0,Interior(1)3-40 to 5.11-0,Exteri 2 1B-0 to • 8.11-0,Interior(1)12-1.8 to 1410-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOLS1.60 pMte ;•0• 0 •••••• grip DOL=1.60 • a • • • 3)Plates checked for a plus or minus 0 degree rotation about Its center. '00 0 • •0• 0 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)1,7 considers parallel to grain value using ANSIITPI 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 342 Ib uplift at joint 1 and 448 Ib uplift at joint 7. 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 the Bottom Chord,nonconcurrent 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. LOAD CASE(S)Standard 7 ' --- 0." CORNIER SET aaaa x" -- . coo" TOP CORD CONNECTION INAN desgn Loadaa CORNER JACKS-USP(2)MP3- (ACCORDING TO NATIONAL DESIGN SPEC.) r4rJACK9"'.'UV(2)W3 1FORGROUPOSPSCISSAY.P.).; f-WJACKS'•(2)Sd NA0A` SdCOMMON NAILS+7S a(SWAR} T-W JACKS-(2)8d NAILS tOd COMMON NAILS+94 Lb MWAM i'-W JACKS-(2)Ed NAILS F HANGERS DESIGN LOAM. 2 ORDING TO MIAMI DAVE WIILDING CODS COMPUANCB OFF4OA#VUCT TROL DIYISIOI� • • .. ••.• ••.• • 12 HURRIGWB CLIP 38e (UPLIFT iO07i)W/( 1{1i 1!ti NOA I�iO3MIC • MIN P-1.1 CLPSP BUTTERFLY FNNOER+JSJ Ib NPLIFT 10 DRO W!(13}Sdtll Noi •••• • MAIL P-43 08-0208.07 3 SKN28 URS S70 St 90010(Upurr 100%ONWRD)V t12)18d N.OA No 07-0214.20 •••• • NJC26+1975 WON Lb UPLIFT 100%0 IAN)186 N.OA N*0*0"*l41020 • N i MAXIMUN ALLOWABLE LOAM •••••• • • • . •..... t-d mmCaarR[R JACKS.sla.suR oatuo 2e •• ••JACK SIZE •.•• • r-irmcxs-uvt:jw$ IT a moces CORNER14CA 1'-0t.•••e-W 3** 1'0' I.WO499•(2)9aNAL6 UPLWT(1o0%) 345N 3"4; S • NAILS JIMILS • 7•o•JAcxB-t2!e0 NAse BOOP(125% 3159) 345 YAKS ••rTA�g• r•rJAcxr,.t2)slNAs>t • • • COMMON JACK IT C.(HOOF CORNER JACK 7'•0' • s 0' •• . •%Or* UPLIFT(100%1) 870011975b 38791 NAILS NAILS ttaa Ca410R wte sm cNBCx10 FOR 175 ko" ROOp (t2S%) 100911J000N t170S NA88 !1AI18 MAO cob.WALL NT 30 n MAK PKRovroa FOR UPLAITAT B M$Q WALL CONAMMINK PLATES STRESS iNCREA3& MINMUNGRADE OPl(JMBER LOADING JOSE MARTINEZ P.E. ;ASP) LL FLORIOA (X+F( Jr)(p C /STRlJCTURAI T•0• 2 x 4 402 t 9 SISPAC TOP 30 fUBJ]ING CODE 24 L 5 to STREET r-a' 2x4 No 19SBorr- o so N FL 33010 N....... 2 x 4 Yo$ 19ING20 O C. Pt10N$ "1 0797 FWFf 031Soo TRUSS CONNECTORS MAY, 2012 } 1 ��'3 �' �: IW_. ., j _ x • a r • ' s a j -.1. .y,,; t '� 1 -r•" .s,...r "Z_. 1` 1 -) ^1 1 alit. i ), i ";;- a 1 1 t a No (,t 1 i_ 1 .. ,.,.. - ,. ,.. .. - ... 4 - � d � ..,,. ..n-.a.... - 3w... "--e,..,_e- .F..-3rod.:,. ,.:. -. :.. •.. .Li.i.�: �da".iew:- :ai<&e/ I.B, �Aik 6��•'r-iira'nric!..k'�i...a-�.e.n ��v r�-, GENERAL NOTES NOTAS GENEKALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT,&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARA LEVANTAR PA UETES DE TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X1 Y 3X1 Trusses are not marked m any tvay to�denh(y the Los trusses no estan marc os de nrrgtin nn7dp qua Q '- frequency or location of temporary lateral restraint rven:h;uelafrecu naaoraM1 a rinde.e tric6onlaterdl 10'(3 m)or Diagonal bracing Repeat diagonal bracing DONT overload the crare. -'-' 1 and diagonal bracing.Folloc:the reco•nnlendat ons y a.no>t•e d-,c:., to ,poral:; Use las e,omendaL,one; � �1 1)Install ground bracing.2)Set first truss and attach seture!y to grcur,C 3)Set next-1 • a -_fur to 15'(4.6 m)'�.y every 15 truss spaces 30' for handling,installing and temporary restraining demanejo,instalaaon,r:stoccion yarrostre temporal de NO sobrecargue la groat. trusses with short member temporary lateral restraint(see below).4)Install top mord diagonal BCSI-87^'for more l 10.1 m)max. and bracing of trusses.Refer to flCSL--wide t2 los trusses.Veal el folleto Ef51--S-ivhl_dc_Bv2ndPrdS'Licd f n bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. 4 t9 NEVER use banding to lit a bundle. trusses see below). r' Go.Qd_Practice.for_Handling,Installing,Restraining. rvra el hfantic,_nstalacion,Re>trrccron.y ArrNStre de los ( ) 6)Install bottom chord temporary lateral restraint and diagonal bracing(see &Bracing of Meta.Plate-C4nnQUef;LWoW rvsses_dde-+'udi'ra ccow,302i COn_Placas_ae.Al til..• below).7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen BCSI-87"• NUNCA use las a[aduras para levantar on paquete. a para mats informaci6n, - Tts"'`for more detailed information. para inlOrmacion mats detallada. �. 1)Instate los arriostres de trerra.1)Instate el primero truss y ate seguramente at arriostre de ~ A single lift point may be used for bundles of Truss Design Drawings may specify locations of Los drbujos de diseno de los trusses pueden especrficar Cierra.3)Instate los proximos 4 trusses con resmccion lateral temporal de mrembro corto(vea : top chord pitch trusses up to 45'(13.7 m)and Apply diagonal brace to vertical - - - permanent lateral restraint or reinforcement for !as luCahzdciones de restncaon lateral permanen[e o abajo).4)Instate el arriostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre [ parallel chord trusses up to 30'(9.1 m). wells at end of cantilever and at `y)•<_. : individual truss members. Refer to the BCSI- refuerzo en los mrembros indrviduales del truss. Lea la diagonal para los pianos de los miembros secundarros para estabilice los primeros cinco trusses Use at least two lift points for bundles of top beating locations. All lateral resUaints 83*'`for more information. All other permanent hula resumen BC51-83^'para mats rn/ormacion. EI AWARNING Do not over load supporting (vea abajp).6)Instate la restnccron lateral temporal y arriostre diagonal para la cuerda inferior - bracing design is the responsibility of the building resto de los drsefios de arriostres permanentes son/a chord pitch trusses up to 60'(18.3 m)and paral- structure with truss bundle. (vea abajo).7)Repita este prnedimient0 en grupos de cuatro trusses pasta que[odos los lapped at least two trusses. designer. esponsabiOdad del disefiador del edificio. el chord trusses up to 45'(13.7 m).Use at leas[ trusses estein instalados. Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords three lift points for bundles of top chord pitch iA D VER TENCIA f No sobrecargue la - and 15'(4.6 m)o.c.for 4x2 chords. trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de a • Refer to BCSI-B 2'*'for more information. INSTALLING - INSTALACION AWARNING The consequences of improper >45'(13.7 m), trusses. Vea el resumen BCSt-B2^•para mats informacion. handling,erecting,installing,restraining Puede usar on solo lu ar de levantar para a- �i Out-of-Planer L g, g, g 9 P P C Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES and bracing can result in a collapse of the quetes de trusses de la cuerda superior hasta 45' RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES _J Tolerances for Out-of-Plane. Out-of-Plumb Max.Bow truss Length structure,or worse,serious personal injury a y trusses de cuerdas paratelas de 30'o mens. Pose paquetes de trusses en una posicic , Tolerancias para Fuera-de „a 12 5 or death. �' ,•r► Use por to menos dos puntos de levantar con estable. This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses _ Max Bow- Diad D(ff.) �ni 3 8 m `�� sr,.w�, grupos de trusses de cuerda superior inclrnada (PCTs).See top of next column for temporary restraint and bracing of PCTs. �-Length ► �� 1a 6' iADVERTENCIAf EI resultado be on manejo,. pasta 60'y trusses de cuerdas para/e/as hasfa r h ( � t6mm) o 3 n,r nu„ a 5 m levantamrento,instalacion,restriction arnsotre Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas -Max.Bow Length -: Tt - Y 1J► ' 45'Use por to mens dos puntos de fevantar con grupos de trusses de cuerda superior inclrnada I ( 1,2" 2' 6 T' a incorredo puede ser la caida de la estructura o ,,.6'>` (PCTs)3Y2 y 4Y2.Vea la parte superior de la columna para la restriction y arriostre temporal de PCIS. Ma..Bow r yb _ mas de 60'y trusses de cuerdas paralelas mals de 45' o i 3 mm 0 6 m 25 mm! 5 t m aun peor,hendos o muertos. �® ....:.....:. 1...._._.___-„ c 3/4" T 1-,i8' 18 a A 1)TOP CHORD-CUERDA SUPERIOR t Length--►. a ' Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONSFORSINGLETRUSSES y o ( Plumb 19mm) o9m 29 mm) 57th banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing Tolerances for Il line 1 4' 1-1/4" 208 Y damaging trusses and prevent injury.Wear (- Truss de Tramo Espactamiento del Arriostre Temporal de la Cuerda Superior �_ (25 mm t2 m 32 mm) (6 3 m) ? �8�: Out-of-Plumb. 1-1i4" 5' 13/8" 229 personal protective equipment for the eyes, s ® Up to 30' "3 feet,hands and head when working with •I I '/< • Using a single pick Point at the peak can damage the truss. (9.1 m) 10'(3 m)o.c.max. Tolerancias para Di50 max I - 2 r m, t1 5 ml 5 mm 7 0 ml '. trusses. El use de un solo lugar en el pito para levantar puede so or less vn,r Fuera-de-Pfomada, ; s o " '"( )) 8' 2.4 m CONSTRUCTION LOADING 45 m„ t 1 m 45 mm •..Ude etas da at etarquilarp las evitar as 45'(13.7)) 6(1.8 m)o.c.max. CARGA DE CONSTRUCCION 2'1 8 2'4 ^1 _ X9.1 m - 8 m) atradu ` I hater dano al truss. / ( )o.c.max. 2 o los pedazos de metal de sujetar para evdar dano a L�- - � f ` 45'(13.7 m ,ilii los trusses y prevenir la henda personal. Lleve App ox 1 2 60 (18 3 ) ,+3 +- --s. 51 mm) R24m) 51 mmj 1 ml el equipo protectivo personal para Ojos,pies, tress length DO NO7 proceed with construction until all lateral mans y cabeza cuando trabaja con trusses. A Use Uti6ce Taghrus RUSSES UP TO 30(9 1 ml 60'(18.3 m)- 4'(1.2 m)o.c.max. p `+ special care in cuidado especialli en 80'(24.4 m) restraint and bracing is securely and properly in place. Maximum sack Height '. TRUSSES HASTA 30 PIES for Material on Trusses "5 windy weather or dials venlosos o cerca I NO proceda con la construction pasta que todas las restric Consult a Registered Design Professional for trusses longer than 60'(18.3 m). a at power lines de cables electricos o o'(3 r a rope laterales y los arriostres esters co/ocados en forma Material Height 1 Locate Spreader oar nsulte a un Professional y ' a d airports. de aeropuertos. -- 10'(3 ml Registrado de Diseno para trusses mats d 60 apropiada y Segura. - �reatle bar above or stittback Pres � mid-height DO NOT exceed maximum stack heights.Refer to BCSI-B4*** Gypsum Board z (aos m ) roe.n _ e-:n � e See BCSI-82***for TCTLR options. 9 :\ -� / for more information. Plywood or ase s"(aos Turn, ' n -•,\ - -- Vea el BCSL-B2***para las opciones de TCTLR. ��' r � $pr68 Bf bar' '�; � Spreader bar 12 to - ,,• � NO exceda las alturas mazimas de mouton. Vea el resumen Asphalt Shingles z bundles 2i3 truss len to - "• - W�Yiei Concrete Block 5 a y -( a4 trss ien„in BCSI-B4***-84-para mats informacion. _ (Of(fU S Tayline sp ,d einforcementof information.. 63***for 45 a p� as rte 3-4ble J, Imo-- tRuSSES UP TO 60'(18.3 m)_.�. �-- T' `. �J T :n - TRUStiES HASTA 60 PIES g .J/ Gable End Frame restraint/bracing/ A A y,,--- w- HANDLING Ta line I TRUSSES UP TO AND OVER 60(18.3 m) y 1'. MANE)O ] x TRUSSES NASTA Y SOBRE 60 PIES Para rnformacron sabre restrrcaon/ - TCTLR Cly/C/<i� 1 L arriostre/refuerzo para Armazones \` i Hold each truss in position with the erection equipment until top chord temporary lateral restraint Hasbales vea el resumen BCSI-B ** �- �;�,� is installed and the truss is fastened to the bearing points. NEVER stack materials near a Avoid lateral bending. Note:Ground bracing not shown for clarity. _ Sosten a cada truss en osicron con w / 10"or>� peak or at mid-span. Evite la flexion lateral. _.: Use proper rig- Use equipo aproprado 9 P eq po de groat hasfa que la restnccron lateral tempora!de la Truss attachment NUNCA amontone los materlales cerca de un pica. , cuerda superior este instalad0 el truss est-as urado e+«»gD ortes. Repeat diagonal brads " ch set of 4 trusses. required at support � DO NOT overload small groups or single trusses. ging and hoisting para levantar a Pe y eg • : P 9 • � q pport s) The contractor is responsible for equipment. improwsar. •••• 0••••• R%Wd IPi irrisotres 4'4y*W es para cat gru#o de 4 trusses. Section A-A NO sobrecargue INSTALLATION OF SINGLE TRI�SSEt%Y HAND g pequenosgruposo trussesindividuales. properly receiving,unloading and storing • 2)WEB fdF�18ER PLANE�PLr�(1��JE LOS S1IE�1�(j(35 SECUNDARIOS the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVAI�TAA/IENTO��YgUISES INDIV1b TALES �r�� • • Place loads over as many trusses as possible. smooth surface to prevent damage, POR LA MANO 000090 •• •••9.9 " LIQ tAtERAL4tTSTRAINT 9 b:AMNAL BRACING ARE Coloque las cargas sobre tantos trusses tomo sea EI contratista bene la responsabitidad de F - 0air * V E RY•I M PO QTANT • •••••0 posible. " e recibir,descargar y almacenar adecuadamente �'i Trusses 20' lJ Trusses 30' •••• • •••••• �i Position loads over load bearing walls. P I los trusses en la obra.Descargue los trusses en 4` (6.1 m)or ••••• (9.I:M jr •• \ -r•j iLA R£STRIQCION 4A TFLRaL Y EL•.ARATQSTRE DIAGONAL Cotoque las cargas sabre las Paredes soportantes. x '3 la trerra Oso para prevenir el dano >` less,support •••• less u a[ ---\� SON M H t P � PP�b • - WiWPORT Yi SV ••• Diagonal ' near peak quarter points. • 0 _ • • I / t;LR splice reinlorcement ALTERATIONS-ALTERACIONES , 1 0009•• • • 0000• - 0000• • • • • bracing ` /7 - Trust Member _ 17,01- Tru55 bracing not shown for clarity. i -• Soporte • 0 Sopw-le•/s•• - - •*r0•• r. .✓ 2x Cca Refer to BCSI85.*** i. ' ----- cerca at pito p •• •• los c1bartos ••••0 0 •0•••• • / / Vea el resumen BCSI-B5.*`• os Trusses f Trusses u to!0•M 0 de tramu Ips ♦ Trussr-qup tD 30 r' a'', • aS •••••: �' y de 20 pies ci 6.1 m • trusses;e 30 I o •1 I • I - • • • G DO NOT cut,alter,or drill any structural member of a truss unless !t�QRiT�`` DO NOT store NO almacene mens. Trusses hasta)20 pies P 01:j�"W.l 0 T u�;�s1�s�a�0 pies 0••••• •��••• � specifically permitted by the truss design drawing. : tr€tclki unbraced bundles verticalmente los • • • • • • •., • • iQ�'''t, ,¢ - • • 0,. • I i NO torte,altere o perfore ningun mrembro estructural de on Truss, upright. trusses sueltos, REST' • • •0w0 0• ••0• • - - y Trusses mayybbeiunloaded directly on the gY and + RESTR TEMPOI RY CION Y ARRIOSTRE•TE'MPORAL• • L •••••0i • Bhord A ottom Berl truos que este espeoficamente permitido en e!dibujo del diseno at the bine of delivery or stored temporarily in �' --- / / lmamum 2 2x Scall D!nck >£ •, a e to with the ground atter delivery. lk tr la,- / s centered over splice Aback Trusses that have been overloaded during Construction or altered without the Truss Man are to be stored for more than ore week.pla�= Diagonal braces !o CLR math minimum 8-1 6d ufacturer's prior approval may render the Truss Manufacturer's limited warranty nu0 and void. t '1 blocking of sufficient height beneath the stack r Refer to BCSI-82"`for more F Top Chord Temporary every 10 truss spaces '0 135x3 5')nails ea n sde of trusses at 8'(2.4 m);0 10(3 m)on-center information, �LAeral Restraint e!Split?or a;specified y the Trusses que se pan sobrecar ado durance la construction o pan silo a/terados sin la aufor- /'/ 20'(6.1 m)max. q g (o.c.). (TCTLRi 10'(3 m)-15'(4.6 m)magi 5oidmV Designer zarcion previa del Fabricante de Trusses,pueden hater nulo y sin efecto to garantia limitada del Vea el resumen^CSI-:32'••para mats rnfor- SECTION A•A i a 2x4 mm. Same spacing as bottom Note:Some chord and v:eb members Fabricante de Trusses. Los Crosses pueden ser descargados dimctamene ° macron. chord lateral restraint not sho:+n for clarity. en el suelo en aquel momento de entreja o - ty almacenddos temporaimente en contacto con el - - Locate ground braces for first truss directly �, - ! I 3)BOTTOM CHORD-CUERDA INFERIOR Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. r r suelo despues de entrega.Si los trusses estaran - _ in line with all rows of top chord temporary ,- T.J-s -c c g Pct r,•s as ire .t six evstry tom:n1 guardados para mas de una s amana,ponga ------ lateral restraint see table in the next column _ Lateral Restraints-2x4x12'or f- ( ) ,tat,..^.Der NOTE: t s..a fat and toss dcsgner ien•on;tie presumpt of re o ac.;r aril:rave operator f p ahi j n•• .�. bloqueando de altura sunder.-detras de.a pita DO NOT store on NO almacene en trerra �/ greater lapped over nvo trusses c •pat y o-ro nate file: n u,ey have a eel m do on an Col ue los arriostres de tierra para el rimer 90 g g n prove t.1f e centra Yr bei _ s de los trusses a 3 hast-10 pies en Centro;o.c). W P P v f.. .t cr r t.t shoal-eek assistance'-om a .patent party. tie meth.�fs a o x-u uneven ground. desiguaL or CLR spline reinforce- Note:Some chord d r r ro�.o w n r x ion t lin truss directamente en linea con cada una de iaues y�d vu pit me a sses ro u snit For trusses stored for more than one week,cover menti and web members rs` d ng. a I t q a c•a<nq i -;es are c Seo ,>o tr p le<r�e e.a ad:r.J bundles to Protect from e ervire las filas de restrrccion lateral temporal de la ei -:a ac,.,...:,..d 1a h t st - tom c ..r. rtes ed a a"r p rr. rmert. 3'ace fust loss Bottom not shown forPat ^sem - cuerda superior(veal la tabl-en la proxirna ' tea o d y,kwgre t ,r It t r,dro ha,- xo e d cons Q t alta , Para trusses guardados poi t as ie una semana, columna). i seurel,beloro chords clarity. <" xc q ssta l q i ^q d p. •,,,er ;es d:eoc c a F, - J cub a,i aquetec para;,r^tee r ,e- • /� " ,�[Dnn 01 adtld!onal _ �. '� '3 s• DO NOT walk on tr sses / \ w"b •+ ... i Refe,to 9r::1 for^t.fed tail d tit- " -:1i!� - unbraced trusses. .. _. __ / / : 2d 21 _ tit.. _ .� trusses 1 NO[amine en trusses \, "` Diagonal braces every 30 C ® � a c p suNitos ,/ \ / truss spaces 20`(6.1 m)max. pertaining 9 i• • rtaimn to handling r obs s or i y � o+I�w) TRUSS PLATE INSTITUTE 'ata sot" _....:, ::; _, �_�- - 10'(3 m)-15'(4.6 m)max. :._,',. a. la..n.^,,< -t :.t.c st ai. aoC, 'dA 72a_i ; -� ,i-4F 19 sot srrcrom 70+.v 8IWARN1IxI7 130311 �a - . , I • , 1 1 , ; I I • IIn I • 1 • I I i I I I • • I • I / I a • as _ • . I • • • 0 • • 0 • - 0 . as a • 0 • as • • ' • • _r,aI s I W tMal s 7 1 . i • •I a F I • s 0 • I • • t It �- �Jr 100 mot4l *Hive* 75- -:. . . .:.... ...... .. . • : •..• ..... Y•••• • vz. 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