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ACT-18-2042�stjO1S y� Miami Shores Village F� 10050 N.E. 2nd Avenue NE e Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCpR1Dp' Project Address 555 NE 87 Street Miami Shores, FL Permit NO. ACT-7-18-2042 Permit Type: Awnings/Canopiesfients Per 1"t Work Classification: New Permit Status: APPROVED issue Date:W14/2018 ( Expiration: 0311 /2019 Parcel Number Applicant 1132060200970 PAJOVI HOLDINGS INC Block: Lot: Owner Information Address Phone Cell PAJOVI HOLDINGS INC 1515 NW 22 Street (305)326-9308 MIAMI FL 33142- 0- Contractor(s) Phone Cell Phone E & J TROPICAL AWNINGS OUTLET II (786)326-1655 In Review Valuation: $ 2,300.00 Total Sq Feet: 62 Comments: Date Approved:: In Review Date Denied: Type of Work: TO MAKE A COMPLETE AWNING IN WEB Additional Info: TO MAKE A COMPLETE AWNING IN Classification: Residential Color Approved: In Review: In Review Code Comments:: Code Approved:: In Review Code Denied: Scanning: 4 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 P&Z Review Fee $35.00 Permit Fee $100.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $215.80 Pay Date Pay Type Amt Paid Amt Due Invoice # ACT-7-18-68393 09/14/2018 Credit Card $ 165.80 $ 50.00 07/31/2018 Check #: 1311 $ 50.00 $ 0.00 Hvanaoie mspec[n Inspection Type. - Final Foundation Review Structural Review Building Review Building Review Planning 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 I certify that all the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulating const ion and zonin Futhermore�oriz the above -named contractor to do the work stated. )jam September 14, 2018 u're:Owner Y,,Applicaht / Contractor / Agent Date Building Department Copy September 14, 2018 1 N 1�. BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC Miami Shores Village Building Department jyA6r_1L1:, 3 2018 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�BC 201� Master Permit Note I - zo I Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 555 NE 87th STREET City Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-020-0970 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: AWNING Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PAJOVI HOLDINGS INC. Phone#: 305-836-7208 __.3341 NW 65th. STREET City: MIAMI Tenant/Lessee Name: GLO, INC. - RENE Email: 9lomiami@snappydsl.net State: FLORIDA STEVEZp � Z 33147 305-758-2727 CONTRACTOR: Company Name: E & J TROPICAL AWNING OUTLET INC. Phone#: 786-326-1655 Address: 17832 SW 176th. STREET City: MIAMI Qualifier Name: EDGAR DIAZ FLORIDA 33187 786-326-1655 State Certification or Registration #: P090000f8193 Certificate of Competency #: 09BS00182 DESIGNER: architect/Engineer: VICTOR CERON Phone#: 786-282-5292 Address: 8883 FONTAIN BLUE BLVD. #105 City: MIAMI State: FL Zip: 33174 Value of work for this Permit: $ 2300 Square/Linear Footage of Work: 62 lineal' ft. Type of Work: ❑ Addition 0 Alteration ❑; New ❑ Repair/Replace ❑ Demolition Description of work: TO MAKE A COMPLETE AWNING IN WEBLON VINYL MATERIAL Specify color of color thru tile: Submittal Fee $y� ' 0� Permit Fee $ 0 0 CCF $ i ' CO/CC $ '— Scanning Fee $ (Z— - W Radon Fee $ " C- DBPR $ 2 Notary $ Technology Fee $ 2 ` �� Training/Education Fee $( ") , (9> O Double Fee $ Structural Reviews $�o 3S , Bond $ TOTAL FEE NOW DUE $ O (Revised02/24/2014) Bonding Company's Name (if applicable) Bohding umpany's Address City State 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 s Ch posted notice, the inspection will not be approved and a reinspection fee will be charged. m Signature Signature 1 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before a this The foregoing instrument was acknowledged before me this day of o�/T� , 20 by /;7 day of 7 20 by ,/who is personally knoywl�n to who is personally known to me or who has produced T� (oar t /,� - as me or who has produced as identification and who did take an o h. NOTARY PUBLIC: Sign: Print: Zzz22-1 7 /W 6J Seal: TAYMIR TORRES MY COMMISSION # GG071562 EXPIRES Febipary 09, 2021 *********** **Sk APPROVED BY identification and who did take an oath. NOT Sign Prini Cc+a I ****************** Plans Examiner I L Structural Review (Revised02/24/2014) TAYMIR TORRES MY COMMISSION # GG071562 ning Clerk 1/31/2018 Propertv Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-020-0970 Property Address: 555 NE 87 ST Miami Shores, FL 33138-3516 Owner PAJOVI HOLDINGS INC Mailing Address 3341 NW 65 STMIAMI, FL 33147 PA Primary Zone 6200 COMMERCIAL - ARTERIAL Primary Land Use 2719 AUTOMOTIVE OR MARINE: AUTOMOTIVE OR MARINE Beds / Baths / Half 0 / 2 / 0 Floors 1 Living Units 0 Actual Area 6,650 Sq.Ft Living Area Sq.Ft Adjusted Area 6,650 Sq.Ft Lot Size 12,671 Sq.Ft Year Built 1952 Assessment Information Year 2017 20 66 2015 Land Value $570,195 $570,195 $326,250 Building Value $75,000 $74,110 $101,750 XF Value $0 $0 $0 Market Value $645,195 $644,305 $428,000 Assessed Value $428,395 $389,450 $354,046 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $216,800 $254,855 $73,954 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EL PORTAL SEC 4 PB 12-56 LOTS 17-18-19 BLK 23 LOT SIZE 97.470 X 130 OR 20761-3436 0902 2 (2) Generated On : 1/31/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $428,395 $389,450 $354,046 School Board Exemption Value $0 $0 $0 Taxable Value $645,1951 $644,305 $428,000 City Exemption Value $0 $0 $0 Taxable Value $428,395 $389,450 $354,046 Regional Exemption Value $0 $0 $0 Taxable Value $428,395 $389,450 $354,046 Sales Information OR Previous Price Book- Qualification Description Sale Page 09/01/2002 $510,000 20761 Deeds that include more than one parcel 3436 20030- Sales which are disqualified as a result of 09/01/2001 $0 4665 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1/31/2018 Detail by Entity Name i Department of State / Division of Comorations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation 7PAJOVI HOLDINGS; INC1 Filing Information Document Number P98000099692 FEI/EIN Number 65-0953829 Date Filed 11/30/1998 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 04/01/2011 Principal Address 3341 NW 65 ST MIAMI, FL 33147 Changed: 04/15/2016 Mailing Address 3341 NW 65 ST MIAMI, FL 33147 Changed: 04/15/2016 Registered Aaent Name & Address PEREZ, JAYME RPRES 3341 NW 65 ST MIAMI, FL 33147 Name Changed: 01/21/2005 Address Changed: 04/15/2016 Officer/Director Detail Name & Address Title P PEREZ, JAYME RPRES 3341 NW 65 ST MIAMI, FL 33147 I Taal— % fnY I http://search.sunbiz.org/Inquiry/CorporationSearcWSearchResultDetai I?i nqui rytype=EntityName&di rectionType=Initial&searchN ameOrder=PAJOVIH OLD IN G... 1/2 1/31/2018 Detail by Entity Name I toe V.rJ r PEREZ, JOAO RVPj 3341 NW 65 ST MIAMI, FL 33147 Annual Reports Report Year Filed Date 2015 03/25/2015 2016 04/15/2016 2017 04/20/2017 Document Images �4120/2017 --_ANNUAL REPORT View image in PDF format 04/15/2016 — ANNUAL REPORT View image in PDF format _._ ..._........ .------ ----- __ — ._,.._. 03/25/2015 -- ANNUAL REPORT View image in PDF format 04r11?2014 — ANNUAL REPORT View image in PDF format — M1612013 — ANNUAL REPORT View image in PDF format 02.?1012012 — ANNUAL REPORT View image in PDF format 04/01/2011 -- REINSTATEMENT _..._ View image in PDF format ._........... _ 04/02/2009 — ANNUAL REPORT" View image in PDF format 03106./2008 -- ANNUAL REPORT View image in PDF format ........... __....._.._._.........___.._...-........ _.____.__.._..._J 01/15/2007 — ANNUAL REPORT View image in PDF format _.____.___.._.._. _._.__.- ..... _..... ___.............._., 02/10/2006--ANNUAL REPORT View image in PDF format 01/21/2005 -- ANNUAL REPORT View image in PDF format j 03/16i2004 --ANNUAL REPORT _..__ View image in PDF format 04/14(2003 -- ANNUAL REPORT —_....... View image in PDF format ._.._.. . -._...........: G4/22/2002 — ANNUAL REPORT View image in PDF format ......................--- ................ ....................... 07/16/2001 -- ANNUAL REPORT View image in PDF format 04/16/1999 -- ANNUAL REPORT View image in PDF format 11/30''1998— Domestic Profit View image in PDF fbnnat http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityName&directionType= Initial&searchNam eOrder=PAJOVIH OLD IN G... 2/2 r. STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT Pajovi Holdings , does hereby attest that The attached survey, performed by (Property owner) Blanco Surveyors, Inc. (Name of surveyors company) For address: 555 NE 87th. Street, Miami Shores, FL 33138 Performed on 6/14/02 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affi ay eth naught. �--, 109 O V-O m o 10 ko r>✓� Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this _day of .2018 Affiant is _personally known to me, �roduced � II CQ,'1��as identification. ?u •., MAHARAI K. GONZALEZ tary ' A = MY COMMISSION # GG 044602Revised on 5/2'L/2009/ Revised on 6/12109*? EXPIRES: November 2, 2020 %;Fo: Ftb Bonded Thru Notary Public UndervMters CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF CQMPETEWY 09BS00182 E & J TROPICAL AWNINGS OUTLET INC D.B.A.: DIAZ4R Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADR(S) 0008 CANVAS AWNING Juliana H. Salas P.E. 'y/—J ism Secretary of the Board Miami -Dade Canty retains all oroo rlv rights herein '�+' miamwade.gov/economy Local Busi ness Tax Fbcei pt Miami -Dade County, Statebf Florida -THIS IS NOT A BILL - DO NOT PAY 6455893 BUSINESS NAME/LOCATION E & J TROPICAL AWNINGS OUTLETINC 17832 SW 176 ST MIAMI, FL 33187 OWNER E & J TROPICAL AWNINGS OUTLET INC rin Fnr;AR nIA7 (ll IAI IFIFR Worker(s) 1 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2018 6724307 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9& 10 SEC. TYPE OF BUSINESS PAYM ENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR . CONTRACTOR 193.75 02/07/2018 09BS00182 0224-18-002608 This Local Business Tax Receipt orgy con"ms payment of the Local Business Tax. The Pecei pt is not a license, permit, or a cerb "cation of the holder's qual i "cations, to do business. Holder mat comply with any governmental or nongovernma tal regulatory laws and requirements which apply to the busi ness. The FEM PT NO above mat be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAM O For more information, visit www..Tiamidade.ggyAgxcdleCtor Muni ci pal Contractor's Tax Fbcei pt M iami-Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY CC NO: 09BM0182 \ J BUSINESS NAM EILOCA TION RECEIPT NO. EXPIRES E 8 JMPICAL AaMVINGS OUTLET INC S E P T E M B E R 30, 2 01 E 17832 SW 176 ST 7547997 MIAMI, R- 33187 Pursuant to County Code Sec 10-24 r OWN"ER TYPE OF+BUSIN,ESS, PAYMENT RECEIVEb .N E& J 7MPICAL AlIMIINGS OIJnEr iNC SP[3�ALTY BUILDING OON'ii?A�CTOR BY TAX COLLECTOR Cj O ®CAR DiAZ auAURBR' 1. 8.75 ' 07/ 31 / 2018! 0221-18.004623 ,Restricted to City of Miami Shores 16 ACOR" CERTIFICATE OF LIABILITY INSURANCE OATE(MM/DDIYYYY) 07/13/2018 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(ies) 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 lieu of such endorsement(s). PRODUCER CONTACT NAME: SANDRA PEREZ PHON ;FAUM 305)552-5250 ac No): (305)552-5292 JVS Insurance Agency EMAIL SANDRA@/�JVSINS.COM ADDRESS: 9600 SW 8th St. INSURERS AFFORDING COVERAGE NAIC A Miami, FL 33174 INSURER A: GRANADA INSURANCE COMPANY INSURED INSURER B : _ INSURER C : E & J Tropical Awnings Outlet, inc INSURER D : 17839 SW 176TH STREET INSURER E : 1 INSURERF: MIAMI, FLORIDA 33187 786-277-610 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. INSR LTR TYPE OF INSURANCE ADD SUER - POUCY NUMBER EFF MMILDDPOICY/YYYY POLICY MM/DO EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR {{ I 0185FL00078944-1 02/10/18 02/10/19 EACH OCCURRENCE S 1,000,000.00 NTED PREMISES Ea occurrence $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea adent $ BODILY INJURY (Per person) _ $ BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident $ S i L UMBRELLA LIAB EXCESS UAe OCCUR CLAIMS -MADE HAGGREGATE EACH OCCURRENCE S $ OED RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below NIA! 1 I ! I OTH- 4 1 E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, 'd more space Is required) License # 09BS00182 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE A DESCRIBED P LICI BE CANCELLED BEFORE THE EXPIRATION DA E NOT E ILL BE DELIVERED IN ACCORDANCE WITH THE R [SION . MIAMI SHORES VILLAGE BUILDING DEPARTMENT AUTHORIZED REPRES TATIVE 10050 NE 2NO AVE MIAMI SHORES FL 33138 ACORD 25 (2010105) ©1988-2010 R� �d�2PORATION. All rights reserved. The ACORD name and logo are registered marks of-ACOR - 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: 8/18/2016 PERSON: DIAZ FEIN: 264566597 BUSINESS NAME AND ADDRESS: E&J TROPICAL AWNINGS OUTLET INC 17832 SW 176 ST MIAMI EXPIRATION DATE: 8/18/2018 EDGAR FL 33187 SCOPES OF BUSINESS OR TRADE: IRON OR STEEL: DOOR AND WINDOW ERECTION FRAME INSTALLATION 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 electron 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 Proof of Coverage Page I of I WC Mobile App 4V'C liotlw Search Our Data CFO 11"Ine Employer List Page This database was last updated Friday, September 14, 2018 12:07A11. F—Return to Search Page Federal Employer ID Number Information 2 records found for federal employer id number 264566597, Click the links below the Employer Name column for more detailed information. Record Employer Name !Employer Address Cov Exem lElec . .............. . ......................... . - . . ......... . ... . .. . .... . ............. . . ........................... . ....... . .... .......... ........ ................. .... .............. - ..................................... . ..... . .......... ... ....... ............. . . ............. 1 E & J TROPICAL AWNINGS OUTLET INC 8500 SW 149 AVE #1212, MIAMI, FL 33193 Exern 2 E&J TROPICAL AWNINGS OUTLET INC 8520 SW 150 AV APT 101, MIAMI, FL 33193 Exern 2 records found for federal employer id number 264566597. Return to Search Page https:Happs8.fldfs.com/proofofcoverage/EmployerList.aspx 9/14/2018 Proof of Coverage Page 1 of 1 FVC M01)iIc A p p 4%C llotnc Seared Our Daia CFCs Ilonte Exemption Detail Page This database was last updated Friday, September 14, 2018 12:07 AN1. Return to Previous Page j Exemption Details Name Title Eiective gate ...f *Termination Date Exemption Type "Business Activities Employer Name ' Click Here to View _.......___..._....._... E & J TROPICAL EDGAR DIAZ Sep 11 2018 Sep 102020 Construction Activities Listed on AWNINGS Exemption OUTLET INC Click Here to View E & J TROPICAL EDGAR DIAZ PR Aug 18 2016 Aug 18 2018 Construction Activities Listed on AWNINGS ............ ............ .... _._.......... ._._.... .................... ..............._...- ..... _..... ................ ......._.__............... ................ 'i...................... Exemption OUTLET INC --- ................................. ......................................... ....._........ _... _......... Click Here to View ..._._........ ............ .... __............ .. E & J TROPICAL EDGAR DIAZ PR Aug 14 2014 Aug 13 2016 i Construction Activities Listed on AWNINGS Exemption OUTLET INC j Click Here to View E & J TROPICAL EDGAR DIAZ PR Aug 52011 Aug 4 2013 Construction Activities Listed on AWNINGS Exemption OUTLET INC i Click Here to View E & J TROPICAL EDGAR DIAZ PR Apr 9 2009 Apr 9 2011 i Construction Activities Listed on AWNINGS Exemption OUTLET INC Click Here to View E&J TROPICAL EDGAR DIAZ PR Jul 252012 Jul 252014 Construction Activities Listed on AWNINGS Exemption OUTLET INC "Termination may be through the revocation of the exemption, or expiration of the exemption. *"The exemption only applies to the business activities listed on the exemption, Return to Search Page https://apps8.fldfs.com/proofofcoverage/ExemptionDetail.aspx?pr_person_id=000078349 9/14/2018 E & J TROPICAL AWNING OUTLET INC 17832 SW 176 ST MIAMI FL 33187 Date: 02/25/2018 State of: Florida County of: Dade Before me this day personally appeared: Edgar- Diaz who, being duly sworn Deposes and says: That he will be the only person working on the project located at: 555 NE 87 ST MIAMI FL 33138 Contractor Sworn to (or affirmed) and subscribed before me this 25 day of February 2018 Print, type r stamp name of notary Personally know x Produced identification Type of identification produced TAYMIR TORRES MY COMMISSION # GG071562 'iq. EXPIRES February 09, 2021 Miami shores Village 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 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. Signatur Owner ....... State of Florida T�q,. County of Miami -Dade The foregoing was acknowledge before me this day of 1 1 , 20e who is personally known to me or has produced fication. Aug. �4. MO t t :1 JAM kR 1 �� I i 67.r /,tli 1 Na!— .ra.r ABA. r ' f gas¢ JI�eTsflnsr. ' s7 0' xa i Aso' '.50l3' j S�OblllJ:'Af d�00r : i J S.OVAF�iSr�'1ICUCALCMAA7JOM � t 1lrlXlJ,a`,.i, _. _ 66lJII(cd7Slr.d 1 M : •Y.OX 7rA �;1 dS: QSx2DA6i4.a= • ., ., I�OW/irJtditfar�jy�j. j. ff !i • i -1� .1 TYT'.J t^7•CT L1nm TC TTN' �[}TQ.JJfr�(Y1C-XP.i PTII RCU SO.A' j7 I r i rs7Jxe SOId O � 7/960 aYl'�O Y?37a0 i711 PILCP'1 4UIf W 00 '4 W 51 —4- n for VAUp uma" glBpftRownN SURVEYOR'S SEAL EVISEDt LoT is ati )1 LOCATION SKETCH SCALE: NTS � N51 ca C co 1 ` f � i FEDERAL HWY CERTIFIED TOS PAJOVI HOLDINGS, INC., 555 K.E. 67TH ST„ t 33138., CARLOS J. ARBCLEYA, JR. P.A., CHICAGO TITLE INSU1 PLANTERS BANK, H.A., ITS SUCCESSORS AND/OR ASSIGNS, ATT& LEGAL DESCRIPTION: LOT Bl OF EL PORTAL SSC.4 • • •. • • • •ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12 Sl m v �tcor°"'"aau, •n,.reua,xivaanre, Al• i• i i ii• OF THE PUBLC RECORDS MTAME-DADSr"''►^ x • • • • • COl1[VTY, FLORIDA mow° o"awo,as u e„an worm n wi • • • • • • • • • wom e�bVeo•o1a1NO1.Y•ye(JICMIf♦faf9W.COMrytlllNr.�1,1YctwowgcaRWe sur,'tte. • • • • • • • • • • • • t.••«.n...wwra�oo aN►�w.o«nu•a wr,rst,, ELEVATION SA$EpON LOC. E ND 5 R FINIERFAY ERTIFY That the survey representedCBW EM • 841j MY VEy s S mtnlmurnua�nkatroqukementsSL,ANCO �UR•e STATE OF FLORIDA Rood of landSI (WNERSNtPISSUBJECTTOOPUVIDNOFi1TLE, 2) E�AM•1��Ti'NTO 8 • ilA TQF •wsueM b BaWpn 4T2027 Pwrlde"Me SEiUADETOOEiERMtNERECQRgEDINSTRUTAENTB,IFApIj y FJrNnoea�LsndBSmroyo,s,F JHOEROROUND IMPROVEMENTS WERE LOCATED. 4) ELEVATIONS ARE RLW'UMA S F� TY. o) 'onaasehiynta, ovxiaps, Q, , ,u 66i NORTH 8H01 DATuMOSS920,6)THENAgY55ADORlONAt.RESTRICTMN3Norsplo NINTWB THNjN bfAtCeuepPt+torvlrbyusen»ntsotMrlime MIAAUDFACH,I °OUNO IN PUSUC RECORDS OF MLgdtQWE COUNTY. b) LEGAL DESCRIPTION MMOEO By CLIENT, AY �3DSj 888•f200 ESSOTHERWtSENOTED RECORDED ORMQASUREDDAY AaaF�keemarrur�.. .,.s...) -• BEARIHOSWHEN 0093 • ••• • 0 • - ••• . --------- "/�91vA file �rv(A pto Zje LOCATIO N SKETCH SCALE. NTs e 2", 41 '17 m co ..... . c') ts ............ It s �..,. v � Q........_..... � .__ -- •-•—'�- FEDERAL _N�, __.._.------ rn Lo-TIP JDVI HoLp"CS'9, 561 ASO 57s .1. ISO 0 A 87M ST., KIM, LOA 33113;.. c,MLOS J. ARSOLEY INC.," JR-1 ?-A-, A770iWiSSITITLE I$SV"qCg INC.. MON PLANTERS 7ONJOWRNI my 11 S BANK, N.A., ITS succEmons ARWOR ASSIGNS, ATLX MAO LWAL DESCMP'nON. LOT111111111 OF SLc" VA ICCI)R 91h(*3 TO rME PLAY SUBDMSION--� 0 174EFIECFAS RECORDED IN PLAY '"16P40B RECORDS BWX L�ArPAGe 56 SEAL FLORIDA ELEVA110H BABEDO'N Lm a t HMW&f CERM RW mwo ELY, BOUNDARY SURVEY "lom mmmmmmw� ado" BLANCO SURVMRS INC. TMZVJUKWE IJ UAWSTMTOT 7009TM"MOORM W4=VJMS. FAW swifewe ff"MMMIIWI�- I "IlAll -APPECIM • Tm gA vorncm�� A MAYSSAMM mAwrwnm'*• 4. TRRESS MM 90* pos) U&IM NLW 04ACK PL 334' F-: 1305) 445-ni 8"DANOMROWOMMAXASM gDWUWop&4lqpoi'i711719 MAP&M 4tlr� x I INN"" BEGA %d 0093 'LA 120632 11 6114fft 02. 2 vcr .0 NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE M10j$01ffl7AND/OR ENVIRONMENTAL � /y.. 2-0 Y-Z� PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address `J:� N �5 -- Contractor No. b R e) Soot 9� a F O W _ _ Folio �'3��i ' ZO �jy cc Z o O Last four (4) digits of Qualifier No. '-( , Z 71 o w �> a a i ¢¢ Contractor Name 4P_ E-c PX,01 C'rA' kw i N / IZ� Lot l / I % cl Block O o a Subdivision 1 Pori o, ` PBpg o 0 Qualifier Name Address ( 4-2 3 Z -"LL) � v? City M1ANl/l I' StaterLLZip 33i Metes and bounds [ ] New Construction on [ ] Demolish Current of Dy�(eu P Q CDC 0 Vacant Land [ ] Shell Only use property z [ ] Alteration Interior [ ] Addition Attached n w w [ alteration Exterior [ ] Addition Detached Description of Work f'T (t� N ro 5 a o [ ] Relocation of Structure [ ] Re -Roof Sq. Ft. Units Floors a 2 [ ] Enclosure [ ] Foundation Only [ ] Repair [ ] Repair Due to Fire [ ] Tent Value of Work [VKMBLD` O� [ ] Chg. Contractor Owner a Category [ ] MELE F [ ] Re -Issue a Addre sc [ ] Re -Stamp City;1S(. je 0Lh State' rL Zip�3 [ ] MPLU CO W [ ]Revision W �- Phone3 _ '?��5�`7 ¢ a [ ] MLPG [ ] MMEC [ ] Not Applicable for O Last four (4) digits of [ ] FIRE ¢ Fire Owner's Social Security No. 3 Z cl ! P �Q� N Z z g Name Owner Address f�' 1 �- Address O a w Y F Z z �, ^ �-. City Bvl l State Zip53 �� City State a Phone 3�- f C1� �V 0 CC w a _Zip Phone s J Z I am requesting a Special Request Plan Review (SR/) to be scheduled as soon as possible. There is a minimum charge of , a 5 E. one -hour. Please contact the Fire Department for current rate. Vain [L w 1 st Request: Date: w LLw ¢ 2"d Request: Date: 3rd Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 Roof Inspection Rejection Comments. DATE: 08-03-2018 Permit No. 18-2042 1. Fire approval required. 2. Zoning approval required. Ismael Naranjo, BO Building Director Email: bonmsvfl.gov_ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 8/2/2018 Permit No: ACT-7-18-2042 Planning Critique Please provide a survey and indicate the location of the proposed work. Travis Kendall 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. rall-a-'riwItIff" %lit T REGISTERED Date Work Performed •` `'• APPLICATION ISSUED CONCERN No. HERCULITE PRODUCTS, INC. PO BOX 4313 EMIGSVILLE PA 17318 F-06901 —000-0000 This is to certify that the materials described on the reverse side hereof have been flame- retardant treated (or are inherently nonflamable). FOR TRI VANTAGE," LLC AT 2937 WEST 25th STREET .. •. . . .... ...... CITY CLEVELAND STATE OHIO • 04411'3 • • • • .' Certification is hereby made that: (Check "a" or "b") •..:.. . F� .....: (a) The articles described at the bottom of this Certificate have been tretftod 4vith cr•#Javie- ..... . retardant chemical approved and registered by the State Fire Marshal and Mich be application ,.: •, • of said chemical was done in conformance with the law of the State of•de+ifornia:crn&'fhe .... .. Rules and Regulations of the State Fire Marshal. f • • • • • •' Name of chemical used Chem. Reg. No. • • • • • • Method of application ' • • .. . X (b) The articles described at the bottom hereof are made from aflame -resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame -resistant fabric or material used REINFRCD VINYLReg. No. F--06901 The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) PETER COHEN By STEPHANIE MUMMERT, a C MANAGER v .n Name of Production Superintendent Title _._-We hereby certify"this to be a true cop- y of the original-" CIERTTRCATE-OF FLAME-RESISTANCErissued to us, "original copy" of which has been filed with the California State Fire Marshal. TRI VANTAGE, LLC By Control/lot # Quantity 8.000 YD Customer order 4 Description WEBLON CP2709• 62 Tri Vantage, LLC invoic6 # Product Code eS7209 COVER SHEET Structural Calculations for Canvas Awning Project: 5551VE 87 St Miami, FL . . .... ...... ...... .. ...... .... .... ..... ...... . . ..... ...... . . . . ...... ...... .. . • • .. EA 77— •• Lc.�LVIE:W,QED _DAT Victor Ceron, PE Civil PE# 6W23 8883 Fontainebleau Blvd # 105 Miami, FL 33172 Tel: 786-282-5292 555 NE 87 Stxmcd 10/17/2017 1 of 7 DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7-05 (C&C ) Z = 15 ft V = 105•mph FBC 2014 3105.4.2.1 Exposure —Category = "C' Kn = 1.0 Kam:= 0.85 Kz = 0.85 �= 0.00256•Kz•Kn•Kd•V2 qz= 20.37 psf Length = 15 ft Width = 3 ft Rise = 2 ft = 0.85 CN := 1.4 PdesignW:= 0.6gz.G.CN PdesignW= 14.5•psf '....' ...... ...... .. ...... LOAD ANALYSIS • • • • • • .... .... ..... DL := 3psf LL := 5psf Pdesignw = 14.54 • psf • • • • • • ... .. .. . ...... Cl:= DL + LL Cl = 8•psf •••••• (Down) •• . . . . ...... C4 := —0.6DL + PdesignW C4 = 12.74•psf .'. (Up) Pdesign:= C1 Pdesign = 8•psf 2*":= C4 Pdesign = 12.74 • psf UPLIFT LOADING Alm- Le4gth Pdesign Uplift = 48 • plf 1 Rise Lateral1 := 2 • 2 PdesignW'0.5 Lateral1 = 4•plf 555 NE 87 St.xmcd 10/17/2017 2 of 7 SECTION PROPERTIES L = 3.75ft F:= 45 ksi 1 = 0.0873 • in4 CHECK MEMBER(S) Rafters (ASD -13th Edition) OD = 1.32•in &:= 29000ksi r= 0.421 -in OD = 18.79 3300•ksi = 73.33 F v APPLIED STRESSES Applied Axial = 216lb Applied Axial ID = 1.05•in t = 0.07•in Cross —Sectional —Area = 0.49•in2 S = 0.13•in3 0.86 2 zr2•E ,�= F Cc = 112.79 r Applied —Moment = 46 ft•lb Cross —sectional —Area Applied —Moment S ALLOWABLE STRESSES CKry •L 2 1 — 2 'Fv = 2 Cc K if —L < Cc 5 3 K_r L K_rL 3 r () 3 8•Cc 8 C 3 c 12•7r2 E2 if K-L > C F' = 12 72 E2 c nnn�ii 23•(K�L I 23.(KrLJ F = 0.66.E if OD < 3300 • ksi "'�' v t Fy 0.60.E if OD > 3300•ksi y t Fy CHECK INTERACTION fa =0.03 fb =0.14 Fa fa Fb' 1 — F e Irv= 0.9 Weight = 1.68• ft K•L — = 96.3 r fa = 0.44•ksi fb = 4.15•ksi Fa = 14Fw;Gi •• •• Fe = 16.1 • ksi Fb = 29.7•ksi fa fb IV= —+ I=0.17 Fa fa Fb' 1 — F e if(I < 1.0 , "OK" , "NG") = "OW' •••••• • 555 NE 87 St.xmcd 10/17/2017 3of7 SECTION PROPERTIES L = 3.75 ft �:= 45 ksi 1 = 0.0873 • in4 CHECK MEMBER(S) Runners (ASD -13th Edition) OD = 1.32•in &:= 29000ksi r= 0.421•in OD = 18.79 3300•ksi = 73.33 F Y APPLIED STRESSES Applied Axial = 931 lb Applied Axial ID = 1.05•in t = 0.07•in Cross —Sectional —,Area = 0.49•in2 S = 0.13•in3:= 0.85 2 !r2 E ,= F Cc = 112.79 Y Applied —Moment= 54ft•lb Cross —Sectional —Area f — Applied Moment S ALLOWABLE STRESSES Kr) •L 2 1 — Fy = 2 Cc2 if K--L :5 Cc 5 3 K_r L K_rL 3 r (, 3 8•Cc 8. C 3 c 12•i2•Eif KI > C F' = 12•ir E C ,wsnj 23•I K�L)2 23 (K2 rLl : 0.66•Fy if OD < 3300•ksi t Fy 0.60•F if OD > 3300•ksi Y t Fy CHECK INTERACTION fa=0.13 fb =0.19 Fa fa Fb' 1 — Fe t:= 0.9 Weight = 1.68• l ft K•L — = 96.3 r fa = 1.89•ksi fb = 4.88•ksi • Fa = 14998•ksi F'e = 16.1 •ksi Fb = 29.7•ksi fa + fb I=0.31 Fa Fb 1 _ fa e if(I < 1.0, "OK" , "NG") = "OK" 555 NE 87 St.xmcd 10/17/2017 4of7 CHECK ANCHOR BOLTS UUtilising 3/8" Dia x 1-1/2" Embed HIM HLC Sleeve Anchors into Hollow Block CHECK TENSION No of Bolts = 1 Bolt —Tensile —Capacity = 425lb Applied —Tension = 234lb Allowable_Tension := Bolt —Tensile —Capacity —No —of Bolts CHECK SHEAR Bolt —Shear —Capacity = 8001b Allowable_Shear:= Bolt —Shear —Capacity —No —of Bolts CHECK INTERACTION Applied_Tension + Applied Shear "! Allowable —Tension Allowable —Shear Allowable Tension = 425lb Applied Tension = 0.55 Allowable Tension Applied —Shear = 115lb Allowable —Shear = 800lb Applied Shear = 0.14 Allowable —Shear 555 NE 87 St.xmcd 10/17/2017 5of7 . . .... ...... ...... .. ...... .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ...... 555 NE 87 St.xmcd 10/17/2017 6of7 CHECK ANCHOR BOLTS - Back Support Utilising 1/2" Dia x 2" Embed Redhead Rubolt Anchors Into Concrete CHECK TENSION No_of Bolts = 2 Bolt —Tensile —Capacity = 1155lb Applied —Tension = 530lb A hab ice:= 1.33•Bolt Tensile_Capacity•No_of Bolts Allowable Tension = 3072lb Applied Tension = 0.17 Allowable Tension CHECK SHEAR Bolt —Shear —Capacity = 19541b Applied —Shear = 8751b A Wh r := 1.33•Bolt Shear Capacity•No_of Bolts Allowable —Shear = 5198lb Applied Shear = 0.17 CHECK INTERACTION Allowable—Shear Applied—Tension Applied Shear JF. 9.34 Allowable —Tension Allowable —Shear . . .... ...... if(I 51.0,"101C" :'N.G.%= - 'q.K." ...... .. ...... .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ...... 555 NE 87 St.xmcd 10/17/2017 7of7 COVER SHEET Structural Analysis for Canvas Awning Project: 555 NE 87 St Miami, FL Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd #105 Miami, FL 33172 Tel: 786-282-5292 6 � () f (A- 114.- Victor Ceron PE PE 63023 Civil SUPPORTS L x RAFTERS 2 8883 Fontainebleau Blvd 4105 Miami, Fl 33172 • .... .. .. ..... • Victor Ceron PE PE 63023 Civil RUNNERS k: x UPLIFT 3 8883 Fontainebleau Blvd # 105 Miami, F133172 Victor Ceron PE PE 63023 Civil 8883 Fontainebleau Blvd # 105 Miami, Fl 33172 bi IL ILI ..M w cases: 1 owl*) . • LATERAL • • • • • .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ...... 4 Victor Ceron PE • PE 63023 Civil 8883 Fontainebleau Blvd #105 Miami, F133172 � 000 • •!•d nm T_v • Cases: 2 (0J.E"Ai • • • • • • •• • ••• 0 • • •••••• •• •••••• • •••••• •••• •• •• ••••• •••••• • • ••••• •• •• • •••••• • •••••• • • • • • • • •••••• ••••• • • • Victor Ceron PE PE 63023 Civil orces - RAFTERS 8883 Fontainebleau Blvd # 105 Miami, F133172 Bar/Node/Case FX (Ib) MY (Ibft) Length (ft) Section 3/ 2002/ 2 -0>> -0 3.00 P 1 3/ 2/ 3 C -192<< -36 3.00 P 1 3/ 2002/ 1 -192 43>> 3.00 P 1 3/ 2/ 1 -192 -36<< 3.00 P 1 5/ 2003/ 1 213>> 21 3.35 P 1 5/ 2003/ 2 -3<< -0 3.35 P 1 5/ 2003/ 1 213 21>> 3.35 P 1 5/ 11/ 1 213 -46<< 3.35 P 1 8/ 2006/ 2 0» -0 3.00 P 1 8/ 2006/ 1 -192<< -36 3.00 P 1 8/ 19%/ 3 C -192 43>> 3.00 P 1 8/ 2006/ 3 -192 -36<< 3.00 P 1 10/ 2009/ 3 C 216>> -46 3.35 P 1 10/ 2005/ 2 3<< 0 3.35 P I 10/ 2005/ 3 C 216 21>> 3.35 P 1 10/ 2009/ 3 C 216 46<< 3.35 P 1 213/ 1/ 3 C 52>> 16 3.35 P 1 213/ 602/ 1 -21<< -8 3.35 P 1 213/ 1/ 1 51 16>> 3.35 P 1 213/ 602/ 3 C -20 -8<< 3.35 P 1 228/ 3/ 1 39>> 11 3.35 P 1 228/ 822/ 3 C -33<< -12 3.35 P 1 228/ 3/ 3 C 39 11>> 3.35 P 1 228/ 822/ 3 C -33 -12<< 3.35 P 1 661/ 1999/ 1 51>> 16 3.35 P 1 661/ 823/ 3 C -21<< -8 3.35 P 1 661/ 1999/ 3 C 51 16>> 3.35 P 1 661/ 823/ 1 -21 -8<< 3.35 PI Z . . .... ...... ...... .. ...... .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ...... Victor Ceron PE PE 63023 Civil Forces - RUNNERS 8883 Fontainebleau Blvd #105 Miami, Fl 33172 Bar/Node/Case FX (Ib) MY (Ibft) Length (ft) Section 501 782/ 1 536>> -52 3.75 P 1 50/ 782/ 2 -1<< 0 3.75 P 1 50/ 2/ 1 168 50>> 3.75 P 1 50/ 782/ 1 536 -52<< 3.75 P t 511 838/ 1 922» -23 3.75 P l 51/ 838/ 2 -2<< 0 3.75 P 1 51/ 782/ 1 789 12>> 3.75 P 1 51/ 838/ 1 922 -23<< 3.75 P 1 52/ 838/ 3 C 924>> -23 3.75 P 1 52/ 1997/ 2 -2<< 0 3.75 P 1 52/ 1997/ 3 C 787 12>> 3.75 P 1 52/ 838/ 3 C 924 -23<< 3.75 P 1 183/ 823/ 2 -1>> 1 3.75 P 1 183/ 822/ 3 C -935<< -24 3.75 P 1 183/ 823/ 3 C -798 13>> 3.75 P 1 183/ 822/ 3 C -935 -24<< 3.75 P 1 184/ 822/ 2 4>> 1 3.75 Pi 184/ 822/ 1 -931<< -23 3.75 pi 184/ 602/ 1 -797 12>> 3.75 PI 184/ 822/ 1 -931 -23<< 3.75 P 1 185/ 602/ 2 9>> 1 3.75 P 1 185/ 602/ 1 -543<< -53 3.75 P 1 185/ 11/ 1 -175 50>> 3.75 185/ 602/ 1 -543 -53<< 3.75 654/ 2003/ 1 0.0>> -2 3.75 jp-� 654/ 2003/ 1 0.0« -2 3.75 654/ 1/ 3 C 0.0 5>> 3.75 654/ 2003/ 3 C 0.0 -4<< 3.75 1 655/ 1/ 1 0.0>> -3 3.75 P 1 655/ 1/ 1 0.0« -3 3.75 P 1 655/ 3/ 3 C 0.0 3>> 3.75 P I 655/ 1/ 3 C 0.0 -5<< 3.75 P 1 656/ 3/ 1 0.0>> 1 3.75 P 1 656/ 3/ 1 0.0« 1 3.75 P 1 656/ 1999/ 2 0.0 2>> 3.75 P 1 656/ 1999/ 1 0.0 -3<< 3.75 P 1 658/ 1999/ 1 0.0>> 3 3.75 P 1 658/ 1999/ 1 0.0« 3 3.75 P 1 658/ 1999/ 1 0.0 3>> 3.75 P 1 658/ 1999/ 2 0.0 -2<< 3.75 P 1 659/ 1997/ 3 C 538>> -52 3.75 P 1 659/ 2006/ 2 -3<< 1 3.75 P 1 659/ 2006/ 3 C 165 51>> 3.75 P 1 659/ 1997/ 3 C 538 -52<< 3.75 P 1 660/ 2009/ 2 -5>> 1 3.75 P 1 660/ 823/ 3 -553<< -54 3.75 P 1 660/ 2009/ 3 C -180 51>> 3.75 P 1 660/ 823/ 3 C -553 -54<< 3.75 PI 7 . .... ...... .. . ... . . ..... .. ...... ..... . . . .... . . . . . . . . .... .. .. ..... ..... . . ..... ...... . .. . ...... . ..... . 00 . . . 000 .. . .. . . . . .. . Victor Ceron,PE • PE 63023 Civil Reactions: Envelope 8883 Fontainebleau Blvd # 105 Miami, F133172 Node FX (lb) FY (Ib) FZ (Ib) MX (Ibft) MY (Ibft) MZ (Ibft) I / MAX -2 -2 -0 0 0 0 1 / MIN -7 -13 •94 -0 -0 -0 3 / MAX -0 1 -0 0 -0 0.0 3/MIN -5 -0 -90 0 -0 -0 1996 / MAX 12 234 -0 0 0.0 0 1996 / MIN -8 -0 -62 -0 -0 -0 1999 / MAX 2 2 0 0 0 0 1999 / MIN -6 -10 -94 -0 0 -0 2002 / MAX -8 234 0 -0 0 0 2002 / MIN -20 0 -62 -0 -0 0 2003 / MAX 5 6 2 0 0.0 0 2003 / MIN -9 -225 -112 -0 -0 -0 2005 / MAX -5 -6 -2 -0 0 0 2005 / MIN -14 -231 -115 -0 -0 -0 •••••• •• •••••• • •••• • • • • •••• •• •• ••••• •••••• • • ••••• • • •••••• • •••••• • • • • • • •••••• •••••• •• • •• • • • • • • 00 8 COVER SHEET Structural Calculations for Canvas Awning Project: 555 NE 87 St Miami. FL .... ...... • Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd # 105 Miami, FL 33172 Tel: 786-282-5292 555 NE 87 St -Sun Screen.xmcd 10/19/2017 1 of 7 DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7-05 (C&C ) Z = 15 ft V = 105•mph FBC 2014 3105.4.2.1 Exposure Category = "C" Kzt = 1.0 ,q;,;= 0.00256•Kz.Kzt•Kd•V2 Length = 46.5ft &.= 0.85 0.6gz•G•CN LOADING RAFTER Length "M 12 Pdesign K&:= 0.85 Width = 2.67ft CN := 1.2 KZ = 0.85 qz= 20.37•psf Pdesign = 12.5-psf . . .... ...... ...... .. ...... W = 48 • plf .... .. .. .... . .. .. . ...... 555 NE 87 St -Sun Screen.xmcd 10/19/2017 2of7 SECTION PROPERTIES L = 2.67 ft ,*,:= 45 ksi 1= 0.0873 • in4 CHECK MEMBER(S) Rafters (ASD -13th Edition) OD = 1.32•in Fes:= 29000ksi r= 0.421•in OD = 18.79 3300 • ksi = 73.33 F Y APPLIED STRESSES Applied -Axial = 3861b Applied Axial ID = 1.05•in t = 0.07•in Cross -Sectional -Area = 0.49•in2 S = 0.13•in3:= 0.85 2 zr2 E = F Cc = 112.79 Y Applied Moment = 19lbI Cross —Sectional —Area f - Applied -Moment S ALLOWABLE STRESSES CKry •L 2 1 - • Fy 2 := 2 Cc K if —L <_ Cc 3 K_L K_L 3 r 5 r (r) 3 8•Cc 8 C 3 c 12•ir2•E2 if K-L > C F' = 12 7r2 E2 c nnnrFi 23•(K-L� 23 (KrL) F = 0.66 F if OD 3300 • ksi nnn v t Fy 0.60•F if OD > 3300•ksi y t Fy CHECK INTERACTION fa = 0.04 fb = 0.06 Fa fa Fb' 1 — F e := 0.9 Weight = 1.68• ft K•L — = 68.5 r fa = 0.78•ksi fb = 1.72•ksi •••••• •••••• Fa = 19.6Z J6Si •••••• •• •• Fe = 31 g4 • kgi Fb = 29.7•ksi .... ...... • AV= fa + fb I=0.10 Fa fa Fb' 1 - F' e if(I < 1.0, "OK" , "NG") _ "OK' 555 NE 87 St -Sun Screen.xmcd 10/19/2017 3of7 CHECK MEMBER(S) Runners (ASD -13th Edition) SECTION PROPERTIES L = 9.30ft OD = 1.32•in ID = 1.05•in t = 0.07•in , A,:_ 0.9 Fey:= 45 ksi:= 29000ksi Cross Sectional Area = 0.49•in2 Weight = 1.68• ft I = 0.0873•in4 r= 0.421 -in S = 0.13•in3 may:= 0.85 K—L = 238.8 r 2 OD 3300•ksi E = 18.79 = 73.33= C, = 112.79 F Y F Y APPLIED STRESSES Applied Axial = 30lb Applied -Moment = 14lb•ft Applied Axial f= "'� a 0.06•ksi Cross-Sectional-Areaf Applied -Moment fb = 1.26•ksi S ALLOWABLE STRESSES K•L .... • 2-Cc if K•L ••••.• • • • K•L K•L 3 3' ) r0000 • 5 r r ..:... 3 8•_CC 8. Cc3 :..:.: • .00000 •. 2 12•7r E K•L • 2 0 :""' ...• ... if r > CC 12•7r E 0 0 Fes= F'e = 2.ti'Z ksi' •• :..... • 2 2 .. . 23•(KrL) 23 CK rL� F = 0.66.E if OD < 3300 ksi Y t Fy 0.60.E if OD > 3300 ksi Y t Fy CHECK INTERACTION fa = 0.02 fb = 0.04 Fa fa Fb' 1 - F' e Fb = 29.7•ksi fa fb I_ —+ I=0.07 Fa fa Fb' 1 — Fe if(I < 1.0, "OK" , "NG") _ "OK" 555 NE 87 St -Sun Scxeen.xmcd 10/19/2017 4of7 CHECK ANCHOR BOLTS -Top & Arm UUtilising 1/2" Dia x 1-1/2" Embed Hilts HLC Sleeve Anchors Into Hollow Block CHECK TENSION No —of Bolts = 1 Bolt —Tensile —Capacity = 565lb Applied —Tension = 359lb Allowable Tension := Bolt —Tensile —Capacity -No —of Bolts Allowable Tension = 565lb CHECK SHEAR Bolt —Shear —Capacity = 11251b Allowable_Shear := Bolt —Shear —Capacity -No —of Bolts CHECK INTERACTION Applied Tension Allowable Tension Applied —Shear = 141 lb Allowable —Shear = 1125lb = 0.64 Applied Shear = 0.13 Allowable —Shear Applied Tension Applied Shear Allowable —Tension Allowable —Shear .... if(I s 1.0,"d.K.%g'N.G.")'"t7 K." •••••• .. . ...... .. ...... CHECK ANCHOR BOLTS -Bottom UUtillsing 1/2" Dia x 1-1/2" Embed HIM HLC Sleeve Anchors Into Hollow BlocK • • • • • • • • • •.... ...... .. .. . ...... CHECK TENSION ; WC; 04 Bolts = 'i •. . ...... Bolt Tensile_ Capacity = 565lb Applied TenslgRa Q • IlowablP:= Bolt —Tensile —Capacity —No —of Bolts Allowable —Tension = 5651b Applied Tension _ 0 Allowable Tension CHECK SHEAR Bolt —Shear —Capacity = 11251b Applied —Shear = 59 lb bftoft,h • r := Bolt —Shear —Capacity -No —of Bolts Allowable —Shear = 1125lb Applied Shear = 0.05 CHECK INTERACTION Allowable Shear Applied Tension Applied —Shear Allowable —Tension + Allowable —Shear 1= 0.05 if(I _< 1.0, "O.K." , "N.G.") _ "O.K." 555 NE 87 St -Sun Screen.xmcd 10/19/2017 5of7 ...... .. ...... .... ...... .... .. .. ..... .. .. . ...... . ...... 555 NE 87 St -Sun Screen.xmcd 10/19/2017 6of7 CHECK ANCHOR BOLTS - Back Support Utilising 1/2" Dia x 2" Embed Redhead Trubolt Anchors Into Concrete CHECK TENSION No —of Bolts = 2 Bolt —Tensile —Capacity = 1155lb Applied_ Tension = 530lb Allowable Ten ion := 1.33•Bolt Tensile Capacity•No_of Bolts Allowable Tension = 3072lb Applied Tension = 0.17 Allowable Tension CHECK SHEAR Bolt —Shear —Capacity = 19541b Applied_Shear = 875lb )NW= 1.33•Bolt Shear Capacity•No_of Bolts Allowable Shear= 5198lb Applied Shear CHECK INTERACTION Allowable Shear 1 Applied Tension + Applied —Shear I = 0.34 Allowable —Tension Allowable —Shear .... ...... .... •• •• .0:0, •••••• .. .. ..... .. ...... • . • • •••••• 06. • ...... •• • •• . • . . 0. 555 NE 87 St -Sun Screen.xmcd 10/19/2017 7of7 COVER SHEET Structural Analysis for Canvas Awning Sun Screen Project: 555 NE 87 St Miami, FL • • • Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd #105 Miami, FL 33172 Tel: 786-282-5292 � v 1 la ( �1 Victor Ceron PE • PE 63023 Civil SUPPORTS RAFTERS LYx 8883 Fontainebleau Blvd # 105 Miami, F133172 . . .... ...... .... ...... .... .. .. ..... .. .. . ...... .. Vto% Victor Ceron PE PE 63023 Civil RUNNERS z tY X LATERAL 3 8883 Fontainebleau Blvd # 105 Miami, Fl 33172 . . .... ...... ...... .. ...... .... ...... M be Gases 1 (LATERAL) Victor Ceron PE PE 63023 Civil Forces - RAFTERS 8883 Fontainebleau Blvd #105 Miami, Fl 33172 Bar/Node/Case FX (Ib) MY (Ibft) Length (ft) Section 4/ 1/ 1 -0>> -0 2.67 P 1 4/ 1/ 1 -0<< -0 2.67 P 1 4/ 2/ 1 -0 0» 2.67 P 1 4/ 1/ 1 -0 -0<< 2.67 P 1 5/ 3/ 1 -359» 0 2.67 P 1 5/ 3/ 1 -359« 0 2.67 P i 5/ 3/ 1 -359 0» 2.67 P 1 5/ 4/ 1 -359 -1<< 2.67 P 1 6/ 5/ 1 386» 0 2.85 P 1 6/ 5/ 1 386« 0 2.85 P 1 6/ 4/ 1 386 18>> 2.85 P 1 6/ 5/ 1 386 0« 2.85 P 1 643/ 2003/ 1 0.0>> 0 2.67 P 1 643/ 2003/ l 0.0<< 0 2.67 P 1 643/ 2002/ 1 0.0 0» 2.67 P 1 643/ 2003/ 1 0.0 0« 2.67 P 1 655/ 2021/ 1 0.0>> -0 2.67 P 1 655/ 2021/ 1 0.0<< -0 2.67 P 1 655/ 2021/ 1 0.0 -0>> 2.67 P 1 655/ 2022/ 1 0.0 -0« 2.67 P 1 657/ 2023/ 1 -0>> -0 2.67 P 1 657/ 2023/ 1 -0<< -0 2.67 P 1 657/ 2032/ 1 -0 0» 2.67 P 1 657/ 2023/ 1 -0 -0<< 2.67 P 1 658/ 2033/ 1 -340>> -0 2.67 P 1 658/ 2033/ 1 -340« -0 2.67 P 1 658/ 2053/ 1 -340 0» 2.67 P 1 658/ 2033/ 1 -340 -0<< 2.67 P 1 659/ 2035/ 1 -0>> 0 2.67 P 1 659/ 2035/ 1 -0« 0 2.67 P 1 659/ 2035/ 1 -0 0» 2.67 P 1 659/ 2036/ 1 -0 -0<< 2.67 P 1 660/ 2037/ 1 -343» -0 2.67 P 1 660/ 2037/ 1 -343« -0 2.67 P 1 660/ 2038/ 1 -343 0» 2.67 P 1 660/ 2037/ 1 -343 -0<< 2.67 P 1 661/ 2039/ 1 -0>> -0 2.67 P 1 661/ 2039/ 1 -0<< -0 2.67 P 1 661/ 2040/ 1 -0 0» 2.67 P 1 661/ 2039/ 1 -0 -0<< 2.67 P 1 662/ 2041/ 1 -340>> 0 2.67 P 1 662/ 2041/ 1 -340<< 0 2.67 P 1 662/ 2041/ 1 -340 0» 2.67 P 1 662/ 2042/ 1 -340 -0<< 2.67 P 1 663/ 2043/ 1 -0>> 0 2.67 P 1 663/ 2043/ 1 -0« 0 2.67 P 1 663/ 2043/ 1 -0 0» 2.67 P 1 663/ 2044/ 1 -0 -0<< 2.67 P 1 664/ 2045/ 1 -359» -0 2.67 P 1 664/ 2045/ 1 -359« -0 2.67 P 1 664/ 2046/ 1 -359 1» 2.67 P 1 664/ 2045/ 1 -359 -0<< 2.67 P 1 665/ 2047/ 1 -0>> 0 2.67 Pi 4 .... . . . .... ...... .. • ... . ...... . . .. ...... ...... • . • . . .... • . • • .... . ...... .. .. . ...... ...... • ...... • . . Victor Ceron PE • PE 63023 Civil 8883 Fontainebleau Blvd # 105 Miami, F133172 665/ 2047/ 1 -0<< 0 2.67 P 1 665/ 2047/ 1 -0 0» 2.67 P 1 665/ 2048/ 1 •0 -0<< 2.67 P 1 666/ 2049/ 1 367» -0 2.85 P I 666/ 2049/ 1 367« -0 2.85 P 1 666/ 2053/ 1 367 19>> 2.85 P 1 666/ 2049/ 1 367 -0<< 2.85 P 1 667/ 2050/ 1 369» 0 2.85 P 1 667/ 2050/ 1 369« 0 2.85 P 1 667/ 2038/ 1 369 19>> 2.85 P 1 667/ 2050/ 1 369 0« 2.85 P I 668/ 2051/ 1 367» 0 2.85 P 1 668/ 2051/ 1 367« 0 2.85 P 1 668/ 2042/ 1 367 19>> 2.85 P 1 668/ 2051/ 1 367 0« 2.85 P 1 669/ 2052/ 1 386» 0.0 2.85 P 1 669/ 2052/ 1 386« 0.0 2.85 P 1 669/ 2046/ 1 386 18>> 2.85 P 1 669/ 2052/ 1 386 0.0<< 2.85 P 1 ...... .. ...... .... ...... .... .. .. ..... .. .. . ...... . . • . • • . . . ...... 5 Yictor Ceron PE • PE 63023 Civil Forces - RUNNERS 8883 Fontainebleau Blvd #105 Miami, F133172 Bar/Node/Case FV (Ib) MX (lbft) Length (ft) Section 1/ 2002/ 1 -18» -9 3.87 P 1 1/ 2002/ 1 -18<< -9 3.87 P 1 1/ 2002/ 1 -18 -9>> 3.87 P 1 1/ 2002/ 1 -18 -9<< 3.87 P 1 2/ 2048/ 1 30>> 9 3.87 P 1 2/ 2048/ 1 30<< 9 3.87 P 1 2/ 2048/ 1 30 9>> 3.87 P 1 2/ 2048/ 1 30 9<< 3.87 P 1 3/ 2046/ 1 -28>> -5 3.87 P 1 3/ 2046/ 1 -28<< -5 3.87 P 1 3/ 2046/ 1 -28 -5>> 3.87 P 1 3/ 2046/ 1 -28 -5<< 3.87 P 1 7/ 2044/ 1 27>> 5 3.87 P 1 7/ 2044/ 1 27<< 5 3.87 P 1 7/ 2044/ 1 27 5>> 3.87 P 1 7/ 20441 1 27 5<< 3.87 P 1 8/ 2042/ 1 -27>> -5 3.87 P 1 8/ 2042/ 1 -27<< .5 3.87 P 1 8/ 2042/ 1 -27 -5>> 3.87 P 1 8/ 2042/ 1 -27 -5<< 3.87 PT- 9/ 2040/ 1 27>> 5 3.87 P 1 9/ 2040/ 1 27<< 5 3.87 PT- 9/ 2040/ 1 27 5>> 3.87 P 1 9/ 2040/ 1 27 5<< 3.87 P 1 10/ 2038/ 1 -27>> -5 3.87 P 1 10/ 2038/ 1 -27« -5 3.87 P 1 10/ 2038/ 1 -27 -5>> 3.87 P I 10/ 2038/ 1 -27 -5<< 3.87 P 1 1.1/ 2036/ 1 27>> 5 3.87 P 1 11/ 2036/ l 27<< 5 3.87 P 1 11/ 2036/ 1 27 5>> 3.87 P 1 11/ 2036/ 1 27 5« 3.87 P 1 12/ 2053/ 1 -27>> -5 3.87 P 1 121 2053/ 1 -27<< -5 3.87 P 1 12/ 2053/ 1 -27 -5>> 3.87 P 1 12/ 2053/ 1 -27 -5<< 3.87 P 1 131 2032/ 1 28>> 5 3.87 P 1 131 2032/ 1 28<< 5 3.87 P 1 13/ 2032/ 1 28 5>> 3.87 P 1 13/ 2032/ 1 28 5<< 3.87 P 1 14/ 4/ 1 -30>> -9 3.87 P I 14/ 4/ 1 -30<< -9 3.87 P 1 14/ 4/ 1 -30 -9>> 3.87 P 1 14/ 4/ 1 -30 -9<< 3.87 P 1 15/ 2/ l 18>> 9 3.87 P 1 15/ 2/ 1 18<< 9 3.87 P 1 15/ 2/ 1 18 9>> 3.87 P 1 15/ 2/ 1 18 9<< 3.87 P 1 16/ 2003/ 1 5>> -14 3.87 P 1 16/ 2003/ 1 5<< -14 3.87 P 1 16/ 2003/ 1 5 -14>> 3.87 P 1 16/ 2003/ 1 5 -14<< 3.87 P 1 17/ 2047/ 1 1 -2>> 11 3.87 P 1 PC .... . . .... ...... ...... .. ...... .... .. .. ..... ...... . . ..... 00 ..... . Victor Ceron PE PE 63023 Civil 8883 Fontainebleau Blvd #105 Miami, F133172 17/ 2047/ 1 -2<< i t 3.87 P 1 17/ 2047/ 1 -2 11>> 3.87 P 1 17/ 2047/ 1 -2 11 << 3.87 P 1 18/ 2045/ 1 0» -7 3.87 P 1 18/ 2045/ 1 0<< -7 3.87 P 1 18/ 2045/ 1 0 -7>> 3.87 P 1 18/ 2045/ 1 0 -7<< 3.87 P 1 19/ 2043/ 1 0» 7 3.87 P 1 191 2043/ 1 0« 7 3.87 P 1 19/ 2043/ 1 0 7>> 3.87 P 1 19/ 2043/ 1 0 7<< 3.87 P 1 20/ 2041/ 1 0>> -8 3.87 P 1 20/ 2041/ 1 0<< -8 3.87 P I 20/ 2041/ 1 0 -8>> 3.87 P 1 20/ 2041/ 1 0 -8<< 3.87 P 1 21/ 2039/ 1 -0>> 8 3.87 P 1 21/ 2039/ 1 -0<< 8 3.87 P 1 21/ 2039/ 1 -0 8>> 3.87 P 1 21/ 2039/ 1 -0 8<< 3.87 P 1 22/ 2037/ 1 0» -8 3.87 P 1 22/ 2037/ 1 0« -8 3.87 P 1 22/ 2037/ 1 0 -8>> 3.87 P 1 22/ 2037/ 1 0 -8<< 3.87 P 1 23/ 2035/ 1 -0» 8 3.87 P 1 23/ 2035/ 1 -0<< 8 3.87 P 1 23/ 2035/ 1 -0 8>> 3.87 P 1 23/ 2035/ 1 -0 8<< 3.87 P 1 24/ 2033/ 1 -0>> -7 3.87 P 1 24/ 2033/ 1 -0<< -7 3.87 P 1 24/ 2033/ 1 -0 -7>> 3.87 P 1 24/ 2033/ 1 -0 -7<< 3.87 P 1 25/ 2023/ 1 -0>> 7 3.87 P 1 25/ 2023/ 1 -0<< 7 3.87 P 1 25/ 2023/ 1 -0 7>> 3.87 Pi 25/ 2023/ 1 -0 7<< 3.87 Pi 26/ 3/ 1 2>> -11 3.87 Pi 26/ 3/ 1 2<< -11 3.87 PI 26/ 3/ 1 2 -11>> 3.87 Pi 26/ 3/ 1 2 -11<< 3.87 Pi 27/ 1/ 1 -5>> 14 3.87 Pi 27/ 1/ 1 -5<< 14 3.87 Pi 27/ 1/ 1 -5 14>> 3.87 P 1 27/ 1/ 1 -5 14<< 3.87 P 1 7 ...•.• .• .....• .... .....• •... .. .. ..... .. •. . ..•... .•.... ....•. Victor Ceron PE • PE 63023 Civil Reactions: Env►elope 8883 Fontainebleau Blvd # 105 Miami, F133172 Node FX (Ib) FV (Ib) FZ (Ib) NIX (Ibft) MY (Ibft) MZ (Ibft) 1/ MAX 0 -87 0 -0 0 0 1/ MIN 0 -87 0 -0 0 0 3 / MAX -0 -43 359 0.0 -0 -0 3 / MIN -0 -43 359 0.0 -0 -0 5 / MAX 1 -141 -359 0 -0 0 5/MIN 1 -141 -359 0 -0 0 2002 / MAX 1 -59 -0 -0 0 0 2002 / MIN 1 -59 -0 -0 0 0 2003 / MAX 0 -19 0 0 0.0 -0 2003 / MIN 0 -19 0 0 0.0 -0 20211 MAX -0 -19 0 0 -0 0 2021 / MIN -0 -19 0 0 -0 0 2022 / MAX -0 -59 -0 0 0 -0 2022 / MIN -0 -59 -0 0 0 -0 2023 / MAX 0 -73 0 0 0 0 2023 / MIN 0 -73 0 0 0 0 2033 / MAX 0 -47 340 0 -0 0 2033/ MIN 0 -47 340 0 -0 0 2035 / MAX -0 -74 0 0 0 • • -0 2035/ MIN -0 -74 0 0 0 -0 2037 / MAX -0 47 343 -0 0 -0 2037 / MIN -0 -47 343 -0 0 -0 2039 / MAX 0 -74 0 -0 0 'a • 0 2039 / MIN 0 -74 0 -0 0- 0 2041 / MAX -0 -47 340 0 0 -JLAJLAJLA— • • -0 2041 / MIN -0 -47 340 0 0 -0 2043 / MAX -0 -73 0 0 0 ' • 0 2043/ MIN -0 -73 0 0 0 0 2045 / MAX 0 43 359 0 -0 0..6 • 0 2045 / MIN 0 43 359 0 -0 0 2047 / MAX -0 -87 0 0 0 -0 2047 / MIN -0 -87 0 0 0 -0 2049 / MAX -0 -135 -341 -0 -0 -0 2049 / MIN -0 -135 -341 -0 -0 -0 2050 / MAX -0 -136 -343 0 0 0 2050 / MIN -0 -136 -343 0 0 0 2051 /MAX 0 -135 -341 0 -0 -0 2051 / MIN 0 -135 -341 0 1 -0 -0 2052 / MAX -1 -141 -359 -0 1 -0 -0 2052 / MIN -1 -141 -359 -0 1 -0 -0 8 .... ...... .. .••••. • . • ...... ..... 0000 • •• • • ••..•• ••..• ..••.• . • . • • GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ALLIED GATORSHIELD 50/55 2. MINIMUM 5' EDGE DISTANCE FOR ALL ANCHORS. 3. ALL CONNECTIONS TO BE FULLY WELDED: TYP ,„ 4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION). 5. ALL WELDS COVERED WITH CORROSION RESISTANT COATING. 6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2O10 FLORIDA BUILDING CODE AND ASCE 7-10 (V=105MPH, EXPOSURE C). 7. NOTIFY ENGINEER OF ANY ERRORS/OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 8. CONTRACTOR TO NOTIFY OWNER THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED OR WINDS APPROACH 75MPH. 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. 'YP " STEEL PLATE TO HOLLOW BLOCK WITH (1) 3/8"x3" HILTI HLC SLEEVE ANCHORS (MIN. 1-1/4" EMBED) DETAIL A SCALE: 7=1 1 ' � p,ADE CQUN� F elo�•PERM�S��' oEg\lPPR�SION/ NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. �s- �O DETAIL A REC��t1' 3 018 i,lMT TO GOMPIJ CE WITH ALI{FLrJt:"' TOTE AHD COUNTY ULES AND REGULATIONS NOTE: ALL PIPES 1.315"OD SCHED 40 PROPOSED CANOPY z 0 oN N.. > N pNj CN w mM 0 V M N 2-1 yLL N O c — t0 (a 00 F- c Q n U LL� > 2 co Ib11+11 VICT R ERON PE 3023 CIVIL te: 10/13/17 ale: AS SHOWN feet: 1 GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ALLIED GATORSHIELD 50/55 2. MINIMUM 5" EDGE DISTANCE FOR ALL ANCHORS. 3. ALL CONNECTIONS TO BE FULLY WELDED: 4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST ' EDITION). } 5. ALL WELDS COVERED WITH CORROSION RESISTANT COATING.,,,,.. 6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2O10 f `• FLORIDA BUILDING CODE AND ASCE-7-10:(V=105MPH', -'- EXPOSURE C). 7. NOTIFY ENGINEER OF;ANY ERRORS/OMISSIONSr.OUND OR IF ANY PART OF THE DRAWINGS_IS NOT UNDERSTOOD.__ ..� ._ '' `{• 8. CONTRACTOR TO NOTIFY -OWNER THAT FABRIC -AWNINGS WILL ? REQUIRE REMOVAL OF..THE FABRIC WHEN A HURRICANE WARNING IS ISSUED OR WINDS.APPROACH 75MPH. 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK.` SHOULD- SUBSTRATE.coisimTtONS,IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER MUST:BE`; NOTIFIED BEFORE PROCEEDING.,. - TYP NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. TYP " STEEL PLATE TO HOLLOW BLOCK WITH (1) 1/2"x3" HILTI HLC SLEEVE ANCHORS (MIN. 1-1/4" EMBED) DETAIL A 1 /4"x2"x4" STEEL PLATE TO IOLLOW BLOCK WITH (1) 1/2"x3" IILTI HLC SLEEVE ANCHORS (MIN. -1/4" EMBED) 1 � k��VIE APPROVED DA7� z to to tn 0 N 04 m �: N N ch N y V- CO �< 00 c LL cl 00 00 GD loll} la 1 A V#P ICERO 3023 CIVIL de: 10/13/17 sale: AS SHOWN feet: 3 t - ` i lt' 3 C., . fr T --- --- -- - - - - - -- -- - /V) �O i I F 0001049333 R: ( _i A Y 'lj-!1 -'I l ' 3PO ,''. f4c)o . r s LAtA I