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PL-15-2684 (2) r e•41► f c..> 0-7 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, Fl- Phone: LPhone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253458 Permit Number: PL-10-15-2684 Scheduled Inspection Date: February 24,2016 Permit Type: Plumbing- Residential Inspector: Hernandez,Rafael Inspection Type: Final Owner: , Work Classification: Addition/Alteration Job Address.9959 BISCAYNE Boulevard Miami Shores, FL 33138-2644 Phone Number (305)9794781 Parcel Number 1132050190470 Project: <NONE> Contractor. DIAL PLUMBING CORP Phone: (305)221-8569 Building Department Comments REPLACE GROUND ROUGH NEW TUB, LAVATORY, Infractlo Passed Comments TOILET. WATER LINES INSTALLATION, FIXTURES INSPECTOR COMMENTS False INSTALLATION Inspector Comments Passed Failed � �j' Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 23,2016 For Inspections please call: (305)762-4949 Page 35 of 40 t Miami Shores Village ,: 7 , . 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 0513012016 Project Address Parcel Number Applicant 9959 BISCAYNE Boulevard 1132050190470 GLOBAL REAL ESTATE ACQUIT Miami Shores, Fl- 33138-2644 Block: Lot: Owner Information Address Phone Cell GLOBAL REAL ESTATE ACQUISITIONS 9959 BISCAYNE Boulevard (305)979-1781 - ------ -- - MIAMI SHORES FL 33138- 995920817 SW 92 Court CUTLER BAY FL 33189- Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 DIAL PLUMBING CORP (305)221-8569 (786)412-6720 Total Sq Feet: 0 Type of Work:REPLACE GROUND ROUGH NEW TUB,LAVAT Available Inspections: Type of Piping: Inspection Type: Additional Info: Top Out Bond Retum: Final Classification:Residential Scanning:1 Review Plumbing l Underground Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8•`w Invoice# PL-10-16-57504 DBPR Fee $7'35 10/21/2015 Check*1063 $50.00 $480.10 DCA Fee $7.35 Education Surcharge $2.80 12/02/2015 Credit Card $480.10 $0.00 Permit Fee $490.00 Scanning Fee $3.00 Technology Fee $11.20 Total: $530.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an Futh oerfn re,I authorize the above-named contractor to do the work stated. --•ei ------ December 02,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 02,2015 1 Miami Shores Village =BY: Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc 2ojy 011 BUILDING Master Permit Nfo.�— -► PERMIT APPLICATION Sub Permit No.,P,/ ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKSVCCONTRACTOR HANGE OF ❑CANCELLATION ❑ SHOP DRAWINGS 10B ADDRESS: �� s �� _ City: Miami Shores County Miami Dade Zia `a�n Folio/Parcel#: Is the Building Historically Designated:Yes NOI�A_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: O,,J(VNER:Name Fee Simpla Titleholder xr- Phone A{ate mea V¢: C�9 T dress: d it . '� � Statea Zip Tenant/Lessee Name: Phone#: Email: Cal 6N . CONTRACTOR:Company Name: ti �r Phone#:�Z �;Y Address: City: ' State: �' Zip: Qualifier Name:_ �' Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer. Phone#: Address: City: State Zip: Value of Work forthisrm is Peit:$,I Square/Linear Footage of Work: Type of Work: Imo! A ' ion ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: , 74 J0 J21171 /A c-nn4 T" mac. > 5�--,.�e . I Specify color of color thru tile: f 0 Submittal Fee$ Permit Fee$/ - - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews S Bond$ TOTAL FEE NOW DUE$ {Revisedd2/24/2U14) r Bolding 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$25W, the applicant must promise in good folth 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 frost inspection which occurs seven (7) days after the building permit is issued. In t bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureVv, \klne" Signature OWNER or AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day offf//P 20 � .by 3 day of1.t® ✓ 20 1 S by who is personally known to �f'c - S cta i�B'ko Is personally known to me or who has produced6—d�n§-50-� S me or who has produced r L i <a- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig • Sign V,,.. Print: Print Seal: Seal: NAtiA11R pv Notary Pub"c State of florwa Ao Joanna M Feliciano , `Tt Florida My commission FF 082753 1 .Ewms UK 23.2017 ° , Exgres 01t1y2018 '�9j CotdMadM 0 EE 866033 APPROVED BYPlans Examiner Zoning Structural Review Clerk (Wsed82/24/2034) a ... ,. . Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 �N�otkweutoo Owner-- Workers' Com ensation Insurance Exem tionkyr. 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: 1. 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 The foregoing was acknowledge before me this 2Ll day of ,201 By who is personally known to me or has produced as identification. Notary REiEl State of Florida eliciano SEAL. on FF 082753/2018 A EIL I November 24,2015 State of Florida County of Miami Dade Before me this day personally appeared: Frank Fonteboa,who being duly sworn, deposes and says: That he or she will be the rson4ingon the project located at:9959 Biscayne Blvd. Miami Shores,Ff.33138 Sworn to(or affirmed)and subscribed before me this 24th day of November, 2015; by: Frank Fonteboa, President who is: Personally known--.�Or Produced Identification Type of Identification Produced N/A ! •`;,Npu �Rym oftwy PWft-staid of Raft .qr v MY Coma►.EqNft Mat 23.2017 °....A 0 EE 88k.33 "v Print,Type or Stamp Name of Notary 9940 Southwest 22nd Street Miami, FL 133165 1866-766-2598 1305-221-8569 DIAL PLUMBINGCORP Estimate 9940 CORAL WAY MIAMI FL 33165 Date Esti; e# 11!2212015 7263 Nam I Address Global Real Estate Acquisitions a Imvestcaents 20817 SW 92nd Court Cutler Bay,FL 33189 For:9959 Bimyne Blv&Miand Shores,I7.33138 Project Description Qty Rate 'total LABOR TO COMPLETE THE FOLLOWING SCOPE OF WORK 1 9,525.0 9,525.00T ROUGH AND SET PLUMBING AS PER APPROVED PLANS NOTE:ALL MATERIALS,SUPPLIES AND FIXTURES TO BE SUPPLIED BY OWNER NOTE:PERMIT FEES NOT INCLUDED Thank you for your business. Total S9,525.00 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 S FBC 20 BUILDING Master Permit No. I~J 2-3 03 PERMIT APPLICATION Sub Permit Non.—( 5 —2j�; S BUILDING ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP QCONTRACTOR DRAWINGS JOB ADDRESS: 1 City: Miami Shores Coun Miami Dade Zi Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone:�—BFE: FFE: OWNER:Name(Fee Simple Titleholder): < 'r'1 LOlL' Phone#: } �r 1 Address: vomo 67 City: 1 i A State: - Zip- �3i 3� 444-r Tenant/Lessee Name: t L, /► Phone#: Email• �® � U - � � �f!►Ci.1��L-w^''� CONTRACTOR:Company Name: y'B�-Lc° � � !�i Me G'��APhone#: 7334 Address: 1411 frio City: State: -4 Zip: 1 h- r P, Qualifier Name: U. �� rf Phone#: 7� so� zgx, State Certification or Registration#: (r'%�e/�� f®�''w Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ f(` Square/Linear Footage of Work: as,1/) 4P Type of Work: ❑ Addition ® Alteration ❑ Newer F-1 Repair/Replace F-1 Demolition Description of Work: �(� C,� o tJ`IUXD J20 w�i >�o R 1VCa) 'I d YZJ R��-� ;G��-C-i _Tn-17-A CC Ak L O L.-t r c�C i tA►Z L s rwS—1 A L W-) CA Specify color of color thru tile: Cl G - a) 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) Bonding Company's Name(if applicable) G r 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notb d a r inspection fee will be charged. Signat Signature WN ER or AGENT CONTRACTOR The foregoing instrument was a4knowledged before me this The foregoing instrument was acknowledged before me this _U�day of 20\S 'by �_ day of c ,20 1�" .by SCLW\� who is personally known to Vc��►1Z W�h��ih� o is personally known to me or who has producedCv X---- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBUC: Sign: Sign: A C-Q Print: CP Print: fie( e- G Seal: ;; VENEICE CAMMOCK Seal: �^ VENEICE CAMMOCK °-j? Commission H DD 583964 ComissionN DD 583964 rg mx o, My Commission Expires - 5 My Commission Expires Jun®30.2017 ;e, a June 30,2017 APPROVED BY -Z-1-13' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) -- --- . .... . ._ _.._...---- --------- - RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CFC1429M The PLUMBING CONTRACTOR Named below IS CERTIFIED b Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 : 14 MCKNIGHT,JOSHUA H y L7 D ARAWAK&CARIB ALLIA 19111'$W 89TH COURT ' °.. ' MIAMI FL 331-57 ,Y'4 ys. air--fila ��'k �,; ' �� ' ti. ��.o� .,,,.' ® • ISSUED: 07/01/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407010000399 003568 Local BOW r ess `fax Receipt Miar,I-Dade County, State of Florida �BT -THIS IS NOTA BILL - DO NOT PAY 7176658 BUSINE10.10 NAMB/LOCATION RECEIPT NO. EXPIRES ARAWAK&CARIO ALLIANCE CORP RENEWAL SEPTEMBER:30, 0 2 16 19111 5W 89 CT` 7466558 Must be displayed at place of business CUTLER F1'13157 Pursuant to County Code Chapter 8A-Art.9A 10 OWN®R: SBC: 1 Yt qR BUSINBSS ARAWAK$CARIS AIjIJ NC6 pRP 19& PI,IJAA8ING CON 17{ACTOR PAYMENT RECRIVEO CFC1#29088 BY TAX CO CTOR worker(s) 1 $45.00 09/03/2015 ECHECK--15-,161288' INS I oaal Gusiaese Tax t Oalpt ogly rteaNtrlls the Local ByslaeesTex Tna Is no a 1100080, petlulC or a sI the ntlldet'sgcall ica tri Ila business Plderrpaet aompiy any governmel�l tagalatory laws at�d tequlfelpt�I1ls.wglch apply f p iia pusineas. Yna iIFC IP1100 abgde�nlrst ¢Isplayad as all s pial vanioi s-tl�lsgn[ da°CRIe Sea ea-No. For axirei Iatormetioli,vitt At. DATE(MtNNDDIYYYY} CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFE - - -- 10/20/15 RS NO RIGHT —�TE --15 S — CERTIFICATE DOES NOT AFFIRMATIVELY OR IIIEGATII/ELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE 6R PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the poke les must—_ d— — S —— a — the terms and conditions of the policy,certain jbe endorsed. E SUBROGATION i8 WAIVED,subject to - certificate Folder in lieu of such endorsemeicies may require an endorsement. A statement on th(s celttticate does not confer rights to the PRODUCER C ACT -- - — —-- First Insurance Group MIRIAM MESA_ _ — PHONE 221-7878= -- FAX 10967 SW 40 St �(gr_C,Noku(30515547090_ Miami,FL 33165 ��--ma�mmeaol•carl Phone (305)221-7878 Fax (.V5)554-7090 iflMl"DAF — ——_„__ --_ —-- INSURED -- — - - — —-- -- --_ INSUR-8981 AFFORDING COVERAGE Y _ NAIC O_ ARAWAKANQ CARIB ALLIANCE CORP IN ERA: FEDERATED NATIONAL INS—URANCE ---- - -- - 1NSURERB: 19111 SW 89 Ct --------- ___ Mimi,FL 33157- INSUNtER D: — — — 305 INSURER E. - — ----- —..-- MSURFUt F COVERAGES — —-- _ ___CERTIFICATE NUMBER: _ REVISION NUMBER: -- _ —INDICATED. IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEOISSUED TO THE IWSIJRED NAND ABOVE FOR THE pOUCY pERIOD INDICATED. MAY BE ISSUED ANY REQUIREMENT,IN.THE I 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 pOUC1ES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -- LTRyam'- TYPE OF INSURANCE — POLICY NUMBER dl4 M 1— ———LIMITS -- - GENERAL LU181UTY f _ ® $ 1, 0,000 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE - D�MA'(i�TOIZEFi1'ED- ❑ ❑ CLAINIS.MADE ❑ OCCUR A GL05=11319-02❑ 10/16/2016 —MF $ — —5,000—, 10/16/ 15 10/16/2016 PERSONAL&AD1/014 RY $ —1 Q00 -- —-- -— —`— GENERAL AGGREGATE S 1,000 ON GEN'L AGGREGATE LIMIT APPLIES PER: -- ------- _ ❑ POLICY ❑ pRp PRODUCTS-COMPIOP AGG $ _1,000.0w _—.$ -.. AUTOMOBILE LIABILITY —.. -- - _— ❑ ANY AUTO CO EN a DSINGLE LIMIT $--`- -- - ❑ ALL OWNED AUTOS BODILY INJURY(Per person) $ -- ❑ SCHEDULED AUTOS sOOILY INJURY(Per aocldeM $--- -- — HIRED AUTO$ PROPERTY DAMAGE $ (Per accklenry ❑ NON-OWNED AUTOS ❑ S ❑ UMBRELLA LIAR ❑ OCCUR - — — ❑ EXCESS LIAR ❑ CLAIMS-MADE EACH OCCURRENCE ❑ OEQ<1CTISLE AGGREGATE $ — RETENTION WORKERS COMPENSATFON� — AND EMPLOYERS'LIABILITY WSTADTH- ANY PROPRfETORIPARTNER/EXECUTIVE Y/ T& &60Y LI .gg — OFFICERIMEMSER EXCLUDED? L NIA E.L.EACH ACCIDENT $ U��s d be�der E.L DISEASE-EA EMPLOYE $ DES/rRIPT10N OF OPERATIONS bekav — - --- — ——-- -__ E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 4 101.-— — lAnecn ACORD Addittonai Remarks Schedule,H more apace is requhedl � ---- — -- --- � — GENERAL LIABILITY #C2011022394 CERTIFICATE HOLDER —. — — -- -— CANCELLATION -- - —,— — — F SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE SING 7g�4 O� THE c ACCORDANCE.EXPIRATION DATE H THE ICTHEREY THE NOTICE WILL BE DELIVERED tN BUILDING DEPARTMENT b _ . — 10050 NE 2ND AVE M/UQ6j8j AUTHORIZEDREPRESENTATNEMIAMI -- — �— 8972ES FL 33138 331,6s OF ®1828-2009 ACORD CORPORATION. All rights reserved. ACORD 26(2009109) The ACORD name and logo are registered marks of ACORD t1P a l 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: 10/8/2014 EXPIRATION DATE: 10/7/2016 PERSON: MCKNIGHT JOSHUA FEIN: 208313595 BUSINESS NAME AND ADDRESS: ARAWAK&CARIB ALLIANCE CORP 19111 SW 89 CT CUTLER BAY FL 33157 SCOPES OF BUSINESS OR TRADE: LICENSED PLUMBING CONTRACTOR 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 election 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-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 a Q IVERr� LIC.ryyENSL CLASS M252-420-52-412 Ery r i0SHUA MC KNIGHT r. sn a 119111 SW as C r+ MiAMtt.FL 33167.410DO DOB 11.1$-195: 4fx,M ISSUED 11-10-2010 C,kA6frE?5 14 1?201 mrx rt 7a...::,;,.r�a nrwNOr YM6CM 4oM�W com ,..a.W sntu�aCY:,ect ratKxeJ`ksy im.. ARAWAK AND CARIB ALLIANCE CORP 19111 SW 89 CT CUTLER BAY,FLORIDA 33157 786.306.7330 LIC#CFC 1329088 Date:October 20,2015 State of F L' County of 0 0.d Before me this day personally appeared 30410b. Mc{`1A4!14- who sworn,deposes and says: That he or she will be the only person working on the property located q 9 6q 86 & Sworn to(or affirmed)and ubscribed before`me this. 1__day of_ O 2015,byc rete' Personally known ��-- Or Produced Identification Type of Identification Produced KRAIG J.JOHNSON a E) :Auged 06,2019 Print,Type or Stamp Name of Notary Miami Shores Village Building Department �tORI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Compensation Insurance Exemption i 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: 1. 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 insuranw coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNIN U CKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTEN Signature: r State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ber'-- ,20 ,S. By SCL who is personally known to me or has produced � l.%( as identification. Notary: Q-Q�1 C e- C ., VINEICE CAMMOCK SEAL: p�� Commission#DD 583964 ° MY Commission Expires June 30,2017 c r t 1 GLOBAL REAL ESTATE AND INVESTMENTS LLC ,t INTERIOR RENOVATION AND EXTERIOR ADDITION OF WOOD TRELLIS AND CONCRETE PAD STRUCTURAL CALCULATIONS VERSION No. 2 PREPARED BY Date B Designed 11/20/15 A.H. Rewied 11/20/15 •• •• • •• QC Check 11/20/15'• P 3• ; ;•; �• Felipe Martinet,RE Approved 11/20/15 ..F.RII.: ..4P.E No.68402 . ••• .. . ... ... .. . . . . . . . . . . .. . . . . . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET 1 of 13 1. WALKWAY 4"Thick slab on compacted earth. No bending moment Minimum reinforcement 0.0018 ACI As(Req"d) =4*12*0.0018 0.09 int Use WWF 6"x6"W6x6 0.12 int 2. TERRACE ROOF VERTICAL LOADS Dead load Notional 10 psf Wind Load(down) 28 psf Wind Load(uplift) 16 psf (See calculations) Total vertical loads =+28+10 38 psf WOOD Southern Pine,Select Structural Repetitive Member Factor Cr 1.15 Wet Service Factor Cd 1.00 Load duration Factor 1.00 Conservative all factors will be 1. Deflection L/180, No ceiling Properties Fb= 1,900 psi Fv= 175 psi Fc= 2,565 psi E= 1,800,000 psi JOIST Load on joist @2,25 2.25 ft =+38*2/12 •• ••• •• 6.33 plf Span •. .: .•: I :.: 11 ft M+ =(+6.33*11^2)/8 ••• ••' ••' ••• 0 ••• 96 Ib-ft V =6.33*11/2 35 Ib .. . . 0*0 .•. . . . • ... . . Ili PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET 2 OF 13 2 x5"element(Nominal) Real dimensions 1.5"x4.25" S =(1.5*4.25A2)/6 4.52 in3 f 1,900 psi M =+1900*4.52 8,580 Ib-in =+8579.69/12 715 Ib-ft OK V =175*(1.5*7.25) 1,903 Ib OK Cantilever 1= 2 ft M- =+6.33*(2A2)/2 12.67 Ib-ft Ok BEAMS Load on beams W =+38*13*(13/2)/11 291.91 plf Span L= 10.00 ft M+ =+291.91*(10A2)/8 3,648.86 lb-ft V =291.91*10/2 1,460 lb 2(2 x5")element(nominal) 2(1.5x 4.25) S =2*(1.5*11.25^2)/6 63 in3 f 1,900 psi M =+1900*63.28 120,234 Ib-in =+120234.38/12 10,020 Ib-ft OK V =+175*2*1.5*11.25 5,906 Ib OK CONNECTIONS Joist to masonry V 1903 Ib Use HU28 Beams to masonry V 1,460 lb Use HU26-2 •• ••• • .. . .. . . . . ... . .. ... .. . . . .. . ... .. . ... ... .. . . V. . . . . . . .. . . . . . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r ,t t PROJECT DATE: 00/01/1900 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET 3 OF 13 3. TERRACE ROOF-UPLIFT LOADS w 16 psf Conservative JOIST Load on joist @2,25 2.25 ft =+16*2/12 2.67 pif Span L= 11 ft M+ =(+2.67*11A2)/8 40 Ib-ft V =2.67*11/2 15 Ib 2 x5" element(Nominal) Real dimensions 1.5"x4.25" S =(1.5*4.25^2)/6 4.52 in3 f 1,900 psi M =+1900*4.52 8,580 Ib-in =+8579.69/12 715 Ib-ft OK V =175*(1.5*7.25) 1,903 Ib OK BEAMS Load on beams W =+5906.25*13*(13/2)/11 122.91 pif Span L= 10.00 ft M+ =+122.91*(10A2)/8 1,536.36 Ib-ft V =122.91*10/2 615 Ib 2(2 x5")element(nominal) 2(1.5x 4.25) S =2*(1.5*11.25^2)/6 63 in3 f 1,900 psi M =+1900*63.28 120,234 Ib-in =+120234.38/12 10,020 Ib-ft OK V =+0*2*1.5*11.25 5,906 Ib OK CONNECTIONS Joist to masonry V •• ••• •• 15 lb Use HU28 . .. . . . . ... . .. ... .. . . . .. Beams to masonry V • ••• •• • ••• ••615 Ib Use HU26-2 '.. : . :'. : : . •' . .. 000 000 000 .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET: 4 OF 13 2. WIND LOADS-COMPONENTS AND CLADDING-ROOF LOW RISE BUILDING(30.4 ASCE 7-10) Fig.26.5-1 B V 180 mph Wind Directionaly Factor,Kd Table 26.6-1 Kd 0.85 Exposure Category C Sec.26.7 Topografic Factor Kzt 1.00 26.8.2 Enclosure Clasification Enclosed 26.1 Internal Pressure Coeficient 0.18 Table 26.11-1 Table 30.3-1 h 12.38 ft Kz 0.83 Table 30.3-1 Eq.30.3-1 q =0.00256*Kz*Kzt*Kd*V"2 =0.00256*0.83*1*0.85*180"2 58.32 Ib/ft2 FBC Load Combinations(D+H+F+0.6W) FBC 1605.3.1 Factor 0.60 q =+0.6*58.32 34.99 Ib/ft2 Internal Pressure Coeficient, (GCp)Reductior 0.90 Fig.30.4-1 Least horizontal dimension(L) 59.00 ft 0.4*h =0.4*12.38 4.95 ft 0.1*L =0.1*59 5.90 ft 0.04*L =0.04*59 2.36 ft a min 3.00 ft a 4.95 ft TERRACE WOOD TRELLIS b 13.00 ft d .. ... .3L00.ft . . .. Area '. .: :42; 42 s. Walls Internal Pressure Coeflcient,(GCp • .„ •** • . ; •N.30.4-2A GCp+ 0.20 GCp- zone 1 * be* A190* ... *** GCp- zone •�� •�.1b �.� GCp- zone 3 ..: :' •.2.1% •*• % ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . PROJECT DAM 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA sir: 5 OF 13 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+34..99*(0.2*0.9+0.18) 13 psf p-1 =+34.99*(0.9*0.9-0.18) 22 psf p-2 =+34.99*(1.1*0.9-0.18) 28 psf p-3 =+34.99*(1.1*0.9-0.18) 28 psf STRUCTURAL MODEL .. ... .. . . . .. • •• •• • • •• •• PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHM. 6 of 13 3.0 WIND LOADS-COMPONENTS AND CLADING- LOW RISE BUILDING(30.4 ASCE 7-10) DOORS AND WINDOW Fig.26.5-1 B V 180 mph Wind Directionaly Factor,Kd Table 26.6-1 Kd 0.85 Exposure Category C Sec.26.7 Topografic Factor Kzt 1.00 26.8.2 Enclosure Clasification Enclosed 26.1 Internal Pressure Coeficient 0.18 Table 26.11-1 Table 30.3-1 h 12.38 ft Kz 0.90 Table 30.3-1 Eq.30.3-1 q =0.00256*Kz*Kzt*Kd*VA2 =0.00256*0.9*1*0.85*180"2 63.45 Ib/ft2 FBC Load Combinations(D+H+F+0.6W) FBC 1605.3.1 Factor 0.60 q =+0.6*63.45 38.07 Ib/ft2 Internal Pressure Coeficient,(GCp)Reduction Factor 0.90 Fig.30.4-1 Least horizontal dimension(L) 59.00 ft 0.4*h =0.4*12.38 4.95 It 0.1*L =0.1*59 5.90 It 0.04*L =0.04*59 2.36 it a min 3.00 ft a 4.95 ft . . e• . • • . ••e . . . • . . • . • . . •• •.. .. • . • •. . e•e •• • •e• ••• • •• •e • • • •• •• PROJECT DATE 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHM. 7 OF 13 Window 6-0 x3-6" O b 3.50 ft d 6.00 ft Zone 5.00 Area 21.00 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.94 GCp- -1.29 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.94*0.9+0.18) 39 psf p- =+38.07*(-1.29*0.9-0.18) -51 psf Window 4-6"x3-6" O b 4.50 ft d 3.50 ft Zone 4.00 Area 15.75 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.97 GCp- -1.07 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.97*0.9+0.18) 40 psf p- =+38.07*(-1.07*0.9-0.18) -43 psf Window 2-2"x2.4" CD 2.33 b 2.17 ft d 2.33 ft Zone 5.00 Area 5.06 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 1.00 GCp- -1.40 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(1*0.9-0.18) 27 psf p- =+38.07*(-1.4*0.9-0.18) -55 psf ••• • • • • .•• • • ••• • • • ••• • • PROJECT once: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA weer: 8 of 13 Window 9-0"x4-0" CD b 9.00 ft d 4.00 ft Zone 4.00 Area 36.00 ft2 Walls Internal Pressure Coeficlent,(GCp) Fig.30.4-1 GCp+ 0.90 GCp- -1.00 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.9*0.9+0.18) 38 psf p- =+38.07*(-1*0.9+0.18) -28 psf Doors 8,0 x6-8" (D b 8.00 ft d 6.67 ft Zone 5.00 Area 53.36 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.87 GCp- -1.14 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.87*0.9+0.18) 37 psf p- =+38.07*(-1.14*0.9+0.18) -32 psf Doors 2-4" x7-2" G) b 2.25 ft d 7.17 ft Zone 4.00 Area 16.13 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.96 GCp- -1.06 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.96*0.9+0.18) 40 psf p- =+38.07*(-1.06*0.9+0.18) -30 psf •• ••• •• • • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • • • . • • • • ••• • • • ••• • • PROJECT were: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET. 9 OF 13 Doom 6-21V x6-8" o b 6.17 ft d 6.67 ft Zone 5.00 Area 41.15 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.89 GCp- -1.18 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpl) P+ =+38.07*(0.89*0.9+0.18) 37 psf p- =+38.07*(-1.18*0.9+0.18) -34 psf Doors 6-0 x7-3" G) b 6.00 ft d 7.25 ft Zone 4.00 Area 43.50 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30A-1 GCp+ 0.89 GCp- -0.99 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.89*0.9+0.18) 37 psf p- =+38.07*(-0.99*0.9+0.18) -27 psf Doors 2-6"x7-2" b 2.50 ft d 7.17 ft Zone 5.00 Area 17.93 ft2 Walls Internal Pressure Coeficient,(GCp) Fig.30.4-1 GCp+ 0.96 GCp- -1.31 Wind Pressure Eq.30.4-1 p =q*(GCp-Gcpi) P+ =+38.07*(0.96*0.9+0.18) 40 psf p- =+38.07*(-1.31*0.9+0.18) -38 psf .. ... . . . . . .. .. ... .. . . . .. .. .. . . . . . . . . .. . . . . . • .. ... . . . ... . . PROJECT DATE 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA ONSET: 10 of 13 SUMARY OF WIND LOADS ON COMPONENTS AND CLADDING ID JELEMENT I ITEM I DIMENSIONS PRESSURE bxh ft sf Window 6-0 x3-6" 3.50 6.00 39 -51 Window 4-6"x3-6" 4.50 3.50 40 -43 Window 2-2"x2-4" 2.17 2.33 27 -55 Window 9-0"x4-0" 9.00 4.00 38 -28 Doors 8,0 x6-8" 8.00 6.67 37 -32 Doors 2-4"x7-2" 2.25 7.17 40 -30 Doors 6-2"x6-8" 6.17 6.67 37 -34 Doors 6-0 x7-3" 6.00 7.25 37 -27 Doors 2-6"x7-2" 2.50 7.17 40 -38 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. . ... ... .. . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET: 11 of 13 4.0 CONNECTIONS Detail 1 Beam to Masonry (Ref.PCI,Manual on Design of Connections for Precast Concrete) V 833 Ib Vu =1.7*833 1416.1 lb ev 2 in fv 36000 psi b 3 in fi 0.9 t= sgrt(4Vu ev/fv b)/fl sgrt(4*1416*2/36000*3)/0,9 0.36 in Use 3/8 bent plate (2)-2"x 5'PT WCOD EXISTING CNtj Sia'INK SEND PLATE f2j SW 0 ANCHOR SOL' J * * r� PROJECT Dare: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA weer: 12 OF 13 Detail 2 Joist to beam connection Twist straps 16 gauge L 9 in Fasteners 8-16d Allowable load 530 Ib Straps installed in pairs to reduce eccentricity. Allowable load =2*530 10601b Nails 16d-0,162"dia x31/2"long Tavist afrape provide a tettsian camadm bdwm too wood n•mbm. An e4uW n unbar of rqM and kft MM rm@a we suppW in a mb cmio eeATEMAL•16 gauge. FOM:G&%w®d.Sw corrasion Infammtkm.pages 13-15. DD MUAnW-•use a6 spm%draws.See Qeoaeai Names. -TS sftauW be' ed to plias to vedwo amoMn* CDO£S:See page 12 foo Code fie+e w=Key Chat. TSMMM Fadmm AftwobbLoaft We } RL 11 tl 881L a; TS9 9 646d 530 T512 1t% Wed M 170 # TS16 in. 14.16d in T622 21% am IMS , d 2 Loads ham bam armEwd 60%for and at eke barfmg vitt M tardtar irmrae 907wd:radoae admte tthm'9mds g•san 31adsi*=f0terftx31A1maribes batl•spa:,W tad carats wo a 0.0 d ft•bis%o& Tfpfe•f rS fas•�lWNm• !Lea&are for a limb T$ 5151115lad.4.tS Ix3A bag Sw paps 2823 tlAer seffi ane ia{vrrrm . •• ••• • • • • • •• 000 94: 600 0 0 as • •• • • • • ••• • • ••• •• • ••• Or • • •• e • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT DATE: 20/11/2015 BISCAYNE BLV HOUSE MIAMI SHORE, FLORIDA SHEET: 13 OF 13 Detail 3 joist to joist connection LU26 Hanger 20 gauge Fasteners,header 6-16d Fasteners,joist 410dx11/2 Allowable load Uplift 565 Ib Allowable load Down 1030 Ib Q•Gla•I[••uu..r gnasm raur n.c'a,Ww,mas 1�'am:uiar,'++�o+ rJ WWI `4. •tYil Qislnbi♦�edd aya w,.qT lu paau taro Grimm ab..�.,a dr9aW I!Y riHa 1diPe •O..�e'M tt.M41v1ma9r art*A 99 •'�:r»1r+91a$YG r 1';Itd�tfW 3Y♦SYt YiY,a A a.♦ � � ♦♦ TEs snM1aoa as yl¢hC�rrs li4IIitaY htYS c t,` ! • y♦• •ttt•IM 4rRi♦0 R¢1$1 ir}r fvamGf�i fl y � •� rs 4 a 4 1{s Qta:.,At$Y0.]':•,q;gpa H,dliN46Y� � * i�1 A ¢f k♦'ar1 Ya8y @ 9 � �. •Ab ber.`bliN.aaei�.r.•iaC�-sae els ts{ _ �j rotW isJ rtl ccaana>Iri'�U.PseM as � t f r�r.QnYar r°" •aua irl '4Y{l6IOIfR I:e'Sbt'f,e6 ba QY I tam a♦1 tUI r.:layse:{b'66 jsa.rc'Aeaea:Aa °a r � � 9E+186 cued mvslW raa e •lba adgtss✓w'1LrraL Nt msaaa{ar - NC.Ii17..Mai vfm{c rr�'"rarq„e rQi.,rto,.+tstt Vms, •k81rYaWO mkYti Nb Qv vaY4,4.y 4rtrl lr t 114 FACE MOUNT HANGERS— I,r..lrib.,•,YSbu4 aT rY Yid utLlUn rrtY avlr�..o*�'M's '� 5.�. 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Kar a*AS ,s r,a rrre rugZ7-, it A tr 7s § ., goe ,r8, a•^qi ,r's r,r Jnr -,n .-ec •n,r.`r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• ••• • • •• • • • • •• • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job No rNo R- Software 1 Software licensed to Parc Job We 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ret AH 0"/27/2015 Chd AV cuent Flee wood trelli.std °aDllfn" 28-Aug-2015 12:07 Job Information Engineer Checked Approved Name: AH AV JPS Date: 08/27/2015 08/27/2015 08/27/2015 Structure Type I SPACE FRAME Number of Nodes 49 Highest Node52 Number of Elements 48 Highest Beam 48 Number of Basic Load Cases 2 Number of Combination Load Cases 1 Included in this pdrifout are data for. All I The Whole Structure Included in this Drintout are results for load cases: Type L/C Name Primary 1 SELFWEIGHT Prim 2 WINDLOAD Combination 3 DL+WIND 3D Rendered View • • • • • • • • • • •• • • • • ••• • • ••• •• • ••• ••• •• • • • • • • • • • Printlime/Date:28108=1512.W • •S*TAD.Pro 3(8C(StEtl!C jserie j4)20.07.09.31 Pant Run 1 or a • •• •• • • • •• •• Job No Sheet No Rev 001 2 n4wSollwarelk9mmadto Part Job Tide 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Rei By AH mb08/27/2015 Chd AV client Re wood trelli.std 28-Aug-201512:07 3D Rendered View Section Properties Prop Section Area IVY la J Material one) M') (ift°) 0e) 1 SOPN_DSS 2X5 6.750 1.266 11.391 0.000 SOPN_DSS 2 2 SOPN SS 6X6 WET 30.250 76.255 76.255 0.000 SOPN SS 6X1 3 SOPN_DSS 4X5 15.750 16.078 26.578 0.000 SOPN_DSS A • • • • • • • • Load 3 •• ••• • • • • •• • ••• •• • ••• ••• Whole Structure •• i • i • i i • • i • •• • • • • • • •• Print 71=90ate:2&0=16 12.08 • %VAD,i:o V8C(SVgFC jserieC4)20.07.09.31 Print Run 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job No Street No Rev 001 3 Software ltaervsed to Part Job Tme 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ret 13Y AH ws08/27/2015 chd AV client Flet wood treIII.std Dalem1 m 28 Aug-201512:07 Materials Mat Name E v Density a (IcIPfin2) (kIpAn) (/°F) 1 SOPN_NSS_4X5 1.7E+3 0.150 0.000 5.5E-6 2 SOPN_SS_6X6_WET 1.5E+3 0.150 0.000 5.5E-6 3 STEEL 29E+3 0.300 0.000 6E-6 4 SOPN_DSS_2X5 1.9E+3 0.150 0.000 1 5.5E-6 5 SOPN_DSS_4X5 1.9E+3 0.150 0.000 5.5E-6 6 STAINLESSSTEEL 28E+3 0.300 0.000 1012-6 7 ALUMINUM 10E+3 0.330 0.000 13E-6 8 SOPN_DSS_4X8 1.9E+3 0.150 0.000 5.5E-6 9 CONCRETE I 3.15E+3 1 0.1701 0.000 5E-6 Basic Load Cases Number Name 1 SELFWEIGHT 2 WINDLOAD Load 1 00 000 0 0 AD SELWE/GHT • • • • • • • • • ••• •• • ••• ••• •• • • . • • • • • • • •• • • • • • • •• armsTt .2810=1512M •;131JAD.itof8N(SEC8CZ§erieg4)20.07.09.31 Print Run 3of8 • • • • • • • • • • • •• .• • • • •• •• ••• • • • ••• • • jn''' Job No Sheet No Rev oo� 4 Soarere meed w Part Job We 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ref By AH ° 08/27/2015 chd AV client Rhe wood trelli.std '"e 28-Aug-201512:07 r t. Load 2 WEND LOAD I i I I� II i i II li II:� i l I i i i I i i Ili I ilil II�:II i I!i( l Load 3 •• ••• • • • • • •• • •• • • • • ••• • DL+WIND • ••• •• • ••• ••• • • • •••• • •• • • •• • •• • • • •• • • • • • • •• Print nmeMete:281081201512-IM •;ST4AD.P:D$81:S 4edes:t)20.07.09.31 Pft Runs of a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job No Sheet No Rev 001 5 sonars Ownued to Pid Job Tme 9958 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ret By AH WB08/27/2015 chd AV cuent Fiie wood trelii.std erne 28-Aug-201512:07 Load 1 : Bending Z:Bending Y: Displacement BENDING MOMENTS-SELFWEIGHT • •• • • • • ••• • •• ••• •• • • • •• ••• • • :0. •. •• • •• • • • PrintlinmOate:28/081201612:08 •;t TjAD.Fijo f8laSEC@Ctedes;4)20.07.09.31 Print Run 6 or 8 • • • • • • • • • • • •• •• • . • •. •• 1 Job No Sleet No Rev 001 6 software Ikenaed to Part Job Title 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ret Br AH oOte08/27/2015 cnd AV client File wood tmlli.std 'lie 28-Aug-2015 12:07 k %X Load 2: Bending Z: Bending Y: Displacement BENDING MOMENTS-WIND LOAD Combination Load Cases Comb. Combination LIC Name Primary Primary LIC Name Factor 3 DL+WIND 1 SELFWEIGHT 1.00 2 WINDLOAD 1.00 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• ••• • • ••• ••• • • •• • •• • • • • • •• • • • • • • •• Pant nme/oate:281080201512:08 •;%IAAD.Fto y8C(SE«CUries;4)20.07.09.31 Print Run 8 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I Job No Sheet No Rev 001 7 software licensed to Part Job Title 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Ref By AH WM/27/2015 cnd AV client Flht wood trelll.std '"e 28-Aug-201512:07 %X Load 3: Bending Z:Bending Y:Displacement BENDING MOMENTS-DL+WIND • • • •00 • • 000• • • • •• • • • • •• • • • • • • • • • •• • ••• • •• ••• ••• •• • • Print lite:28/08=1512:05 •;131 JAD, tffl (SECECUrie44)20.07.09.31 Print Run 7 of 8 • • • • • • • • • • •• •• • ••• •• ••• •••• ••• •• • t t Job No Sheet No Rev 001 8 Software Iicensed to Pert JobTrne 9959 BISCAYNE BLD.MIAMI SHORE FLORIDA 33138 Rei By AH ° 08/27/2015 chd AV cnent Rhe wood trelli.std "* 28-Aug-201512:07 67 687 .03 '0 0 67 ).0555 63 . 22 •0 .0346 22 22 .0458 %X Load 3 Unity Check Sections e ••• •• • ••• •e• • •• • • • • e • e• Print TIme0ate:281CM1512:08 e, (S C ed 4)20.07.09.31 Print Runs of e • •• •e • • e0. •• •• I