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ACT-18-243Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1700 NE 105 Street Miami Shores, FL Owner Information Address Permit Permit NO. ACT-1-18-243 Permit Type: Awnings/Canopies/Tents Work Classification: Repair Permit Status: APPROVED Issue Date:. 6/4/2018 Expiration: 12/01/2018 Parcel Number 1122300500001 Block: Lot: Phone Applicant SHORES CONDOMINIUM Cell SHORES CONDOMINIUM 1700 NE 105 ST MIAMI SHORES FL 33138 Contractor(s) MEGA AWNINGS INC Phone (305)681-7727 CeII Phone Valuation: $ 6,165.00 Total Sq Feet: 200 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: REPLACE NEW AWNING COVERS Classification: Commercial Code Comments: : Code Denied: Additional Info: REPLACE NEW AWNING COVERS Color Approved: In Review: In Review Code Approved: : In Review Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $4.20 $2.77 $2.00 $1.40 $184.95 $45.00 $9.00 $5.60 $254.92 Pay Date Invoice # 01 /31 /2018 06/04/2018 Pay Type ACT-1-18-66284 Check #: 1213 Check #: 1367 Amt Paid Amt Due $ 50.00 $ 204.92 $ 204.92 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building Review Building Review Structural 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 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. Futhermore, I authorize the above -named contractor to do the work stated. June 04, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 04, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-296409 Permit Number: ACT-1-18-243 Scheduled Inspection Date: August 30, 2018 Inspector: Naranjo, Ismael Owner: CONDOMINIUM, SHORES Job Address: 1700 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: MEGA AWNINGS INC Permit Type: Awnings/Canopies/Tents Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1122300500001 Phone: (305)681-7727 Building Department Comments REPLACE NEW AWNING COVERS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments Cid liej( August 29, 2018 For Inspections please call: (305)762-4949 Page 4 of 40 ,\43 \7.6\v3) 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: (305) 762-4949 BUILDING PERMIT APPLICATION zi BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: V 0 %✓, , St: RECEIVED MAR 2 7 2018 FBC 201 Master Permit No. 1 \CA— 'g — Z3 - Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 5// gi- Folio/Parcel#: Is the Building Historically Designated: Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): r/+4 S I' I 6 (woolh /i'l > WCPhone#: g 7 J — C n, V / Address: / 70 A/c !0 . 7 . City: /' l/cn / S#'0/eS Tenant/Lessee Name: Email: State: AV/9-- it/E'r CONTRACTOR: Company Name: 17/'41 /9'1440 4/ /i'(/C Address: / () 9 ? )E .- / ( %9'(/E - City: f0/9--L-e5 ►2/v S �a Y l 7 /2RR'I-F—S Qualifier Name: Zip: J 3/i ce- Phone#:/%y- Phone#: 0~ ? / State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6.1. ./ 75 Square/Linear Footage of Work: State: %LOB' / OR- r-Zip:� g j o r O Phone#: g4`' 3 7 7 3 j ornis so Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Repir/Replace ❑.Demolition (i,°-/11 OPy r- Specify color of color" thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2 )LA (Revised02/24/2014) Bonding Compan's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broch will be delivered to the person for the first inspection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the whose property is subject to attachment. Also, a certified copy of the recorded notice of commence imust be posted at the job site inspection will not be approved and a reinspection fie will be charged. 77fF S��U�h �S eo'v o yY) / f 'i L2ff9„, . ` 0.4 Signature ' i v G�Y�"'�, Os�. �'— ��s�l�r! ature /_\` \� OWNER or AGENT CONTRCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before e this r� 2 �'dayy o'�.� y _ 2' 1 by C�� day of G 20 by '\O'/Ls who is personally known to % f n rnOV 641a rsonally know to me or who has produced -�l iCQX�� as me or who has produced Nl )(ILO �'s� identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Seal: MAHARAIK.GONZALEZ EXPIRES: November 2, 2020 Rnndwd J.mlterb wagggemmiwat **************************** APPROVED BY (Revised02/24/2014) Sign: Print: Seal: ******************************************************************** Plans Examiner AVP/iP Structural Review Zoning Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2230-050-0001 Property Address: Owner REFERENCE ONLY Mailing Address PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0000 REFERENCE FOLIO Beds / Baths / Half 0/0 / 0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 0 Sq.Ft Year Built 0 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $0 $0 $0 Assessed Value $0 $0 $0 Benefits Information Benefit Type 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description THE SHORES CONDO JULIA D TUTTLE PB B-4 BEG 730.39FTE OF NE COR ANCO SUB PB 53-54 TH E706.61FT M/L SWLY ALG BLKHD/LINE 296FT W508.61 FT Generated On : 1/31/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 School Board Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 City Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Regional Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description 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 Department of State / Division of corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEI/EIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Registered Agent Name & Address Jara & Associates, PA 19 West Flagler Street Suite 504 Miami, FL 33130 Name Changed: 01/24/2017 Address Changed: 01/24/2017 Officer/Director Detail Name & Address Title Treasurer STUBBS, PATRICIA 1700 NE 105 ST #211 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityName&di rectionType=Initial&searchN am eOrder=SH OR ESCON DO... 1/3 Detail by Entity Name Page 1 of 4 Florida Department of State DIVISION OF CORPORATIONS Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEI/EIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 httn://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/29/2018 Detail by Entity Name Page 2 of 4 Changed: 04/22/2000 Registered Agent Name & Address Jara & Associates, PA 19 West Flagler Street Suite 504 Miami, FL 33130 Name Changed: 01/24/2017 Address Changed: 01/24/2017 Officer/Director Detail Name & Address Title Treasurer STUBBS, PATRICIA 1700 NE 105 ST #211 MIAMI SHORES, FL 33138 Title P SAMMONS, CHARLES 1700 NORTHEAST 105TH STREET #301 MIAMI, FL 33138 Title Secretary Grable, Jane 1700 NE 105 ST #117 MIAMI, FL 33138 httn://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/29/2018 Detail by Entity Name rage 3 of '+ Title VP RAJO, PEDRO 1700 NE 105 ST #111 MIAMI, FL 33138 Title VP Benavides, Jorge 1700 N.E.105 St #409 Miami Shores, FL 33138 Annual Reports Report Year Filed Date 2016 03/18/2016 2016 12/14/2016 2017 01/24/2017 Document Images 01/24/2017 -- ANNUAL REPORT 12/14/2016 — AMENDED ANNUAL REPORT 03/18/2016 -- ANNUAL REPORT 01/25/2015 -- ANNUAL REPORT 04/02/2014 -- ANNUAL REPORT 03/31/2013 -- ANNUAL REPORT 06/27/2012 -- Amendment 02/09/2012 -- ANNUAL REPORT 01/27/2012 -- Reg. Agent Change 01/19/2011 -- ANNUAL REPORT View image in PDF format View image in PDF format IView image in PDF format IView image in PDF format View image in PDF format View image in PDF format IView image in PDF format I IView image in PDF format IView image in PDF format View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/29/2018 Detail by Entity Name rage 4 01 4 09/27/2010 -- Reg. Agent Change 05/04/2010 -- ANNUAL REPORT 10/14/2009 -- Req. Agent Change 06/15/2009 -- Reg. Agent Change 04/30/2009 -- ANNUAL REPORT 04/25/2008 -- ANNUAL REPORT 09/18/2007 -- Reg. Agent Change 04/27/2007 -- ANNUAL REPORT 05/01/2006 -- ANNUAL REPORT 05/04/2005 -- ANNUAL REPORT 04/19/2004 -- ANNUAL REPORT 04/28/2003 -- ANNUAL REPORT 01/25/2002 -- ANNUAL REPORT 05/14/2001 -- ANNUAL REPORT 04/22/2000 — ANNUAL REPORT 02/26/1999 -- ANNUAL REPORT 04/14/1998 -- ANNUAL REPORT 03/04/1997 — ANNUAL REPORT 03/18/1996 -- ANNUAL REPORT 06/14/1995 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format I View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations httn://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/29/2018 1/31/2018 MIAMI SHORES, FL 33138 Detail by Entity Name 4 Title P SAMMONS, CHARLES 1700 NORTHEAST 105TH STREET #301 MIAMI, FL 33138 Title Secretary Grable, Jane 1700 NE 105 ST #117 MIAMI, FL 33138 Title VP RAJO, PEDRO 1700 NE 105 ST #111 MIAMI, FL 33138 Title VP Benavides, Jorge 1700 N.E.105 St #409 Miami Shores, FL 33138 Annual Reports Report Year Filed Date 2016 03/18/2016 2016 12/14/2016 2017 01/24/2017 Document Images 01/24./2017 — ANNUAL REPORT View image in PDF format 12/14/2016 — AMENDED ANNUAL REPORT View image in PDF format 03/18/2016 --ANNUAL REPORT View image in PDF format 01/25/2015 -- ANNUAL REPORT 04/02/2014 — ANNUAL REPORT 03/31/2013 -- ANNUAL REPORT 06/27/2012 — Amendment 02109/2012 -- ANNUAL REPORT 01/27/2012 -- Reg. Agent Change 01/19/2011 — ANNUAL REPORT 09/27/2010 — Rea. Agent Change 05/04/2010 -- ANNUAL REPORT 10/14/2009 -- Reg. Agent Change 06/15/2009 -- Rea. Agent Change 04/30/2009 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF fomat ............ View image in PDF format View image in PDF fomat View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityN ame&di rectionType= Initial&searchN ameOrder=SH OR ESCON DO... 2/3 ,,,E SHORES CONDOMINIUM 1700 NORTHEAST 105TH STREET • MIAMI SHORES, FLORIDA 33138 • PHONE (305) 893-6741 FAX (305) 891-0590 • E-MAIL: theshorescondo@att.net January 30,2018 Miami Shores Village Building Department 10050 NE. 2nd Ave. Miami Shores, FI. 33138 Re: Awning repair Please be advised that The Shores Condominium, Inc. has employed Mega Awning, Inc. to repair the damage to our parking lot awnings caused by hurricane Irma. If you have any question in this regard do not hesitate to call me. For the Board of Directors Moti/ 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 AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS Job Address - 17 0 0 /�I, - /0 6- lt/KContractor CONTRACTOR INFORMATION No. 0 SS v/ ci-P.- 3 Last four (4) digits of Qualifier No. /a4-1 Folio `1304s'C) O 00 Contractor Name �yf F %T �wr'✓tNG J • Lot 7WL 5/7 )is e�j -Biesk. E!Vri/ p��JI4 Qualifier Name F'k>+t/gSTL )%1 v RA - Subdivision ©Rf,3 /.19, Os 2v7PBpg Address 1 '7'7 - i/ }%t!E Metes and bounds City //-/yJ-) itt/ State fL Zip j.., /.. TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land [ ] Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [Repair [ ]] Repair Due to Fire [ ] Demolish [ ]Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only [ ] Tent Current use of property f/9f K 1 it/' L- D G7-- e: /✓0 Yt^ / 1t✓/ 0 IA- Description of Work /?E171--- E &I,vc'/°Y *- fRf> CS , / .66P ,Sy I /C!".i f" q. F . ns� Floors Value of Wor i � / PERMIT TYPE \L. >C ] MBLD* ,' \ Category i-i y REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner r-fE 5,4'o' ��rn , � Cfl/1r'�]Om Address /`"700 /14E.- /06- S7 [ ] MELE City`"'/�( SH State FLzip 3�%. LU Phone JS O-.--10 6a 17 y1 [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC FIRE PERSON TO PICK P Name C h 6 r le-t So Y,e)r U)J ARCHITECT / ENGINEER Owner Address ress 000 lie i 0-'4. City State Zip wit I 2.vr State FL Zip 3-3/ J r Phone hon 7 J 5 d qS &'% Li ( FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of one -hour. Please contact the Fire Department for current rate. 1st Request: Date: 2nd 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 PLUMBING 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 LPGX 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 JOB ADDRESS: 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: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 17 10 - sr Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR RECEIVED JAN 31 2018 c�fi�� FBC 201-4 ACT a-13 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: ❑ SHOP DRAWINGS NO 1/• BFE: FFE: OWNER: Name (Fee Simple Titleholder): n4,55-/IO(E_5 /�•acv��X,,,�vi�lin by Phone#: O 4 g 71 L. t 7/0 Address: /7-Q e5 /L[[. foss— Jr, City: , 72— 4 State: F� Tenant/Lessee Name: N`J¢- Email: Zip: 1./- Phone#: �l CONTRACTOR: Company Na :: �� : �+. �+ • "� Phone#: 3Os- ba t `-)--9- a I - Address: City: 0.AA. Qualifier Name: i-S Phone#: �RoSC)l -3 '+3 cy State Certification or Registration #: Certificate of Competen#: 09 bSO 17 23 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6Gs. Type of Work: ❑ Addition (1 ❑ Alteration Description of Work: �SZ S`0.CQ.. iJ Q,u1 Square/Linear Footage of Work: a0O AW N\15 ❑ New E, Repair/Replace -NW N\.0aS. ❑ Demolition Specify color of. Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ #P----N I 3 / I f 8 /qT OTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company;s Address City I 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 ofa permit and that all work will be performed to meet the standard 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 comm cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued.Agin:.sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 7 E. Y 1 t S � o rvP-rtn i n/J U ;vs �' Signature O�� - - .Signatur- �s'eL®►®—�� The foregoing instrument was acknowledged before -me this,,...._...,The foregoing instrument as acknowledged before me this ,g)0 day of C('n CC , 20 1t , by as day of Scrn\) 1 , 20 fs , by �1'1I�, '� # P, whd Ids ersona known to rt1.)sL��D 04 , who is personally known to r�V S v iej�' p Y °� me or who has produced F-1, 1 1 C- 1..-Q--- as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: OWNER or AGENT Seal: APPROVED BY MAHARAI K. GONZALEZ : MY COMMISSION # GG 044602 r^`:; EXPIRES. No.einbet2, 2026 ':;Eo oP•' Bonded Thru Notary Public Underwriters NTRACTOR identification an.d1 did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner F C • • OARES Structural Review • • : Commission it GG 122617 My Comm. Expires Jul 25, 2021 OP F Bonded through National Notary Assn. ************,******* Zoning Clerk (Revised02/24/2014) C Construction Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY 6'7BS01223 NVIGA AWNING INC D.B.A.: a MORALES�ERNESTO Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADE(S) 0008 CANVAS AWNING Juliana H. Salas P.E. Secretary of the Board Miami -Dade County retains all property rights herein. MIAMID vAyw miamidade gov/economy ,,,E SHOES CONDOMINIUM 1700 NORTHEAST 105TH STREET • MIAMI SHORES, FLORIDA 33138 • PHONE (305) 893-6741 FAX (305) 891-0590 • E-MAIL: theshorescondo@att.net March 26, 2018 Miami Shores Village 10050 N. E. Second Avenue Miami Shores, FL. 33138 Re: Awning Repairs Please be advised that The Shores Condominium, Inc. has employed Mega Awning, Inc. to repair the damage to our parking lot awnings caused by hurricane Irma. If you have any questions in this regard do not hesitate to call me. The Shores Condominium, Inc. J eh�i� ✓zL � s Spoyur` or, s For the Board of Directors Certificate of Flame Resistance KCAL FIRE Registered Fabric or Concern Number F-06901 • • • • • • • •• Issued By: HERCULITE PRODUCTS INC ABERDEEN ROAD COMPANY PO BOX 435 EMIGSVILLE, PA 19175-8310 SINCE I&OS Date treated or manufactured: 10/23/2017 This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable. FOR: Trivantage, LLC ADDRESS: 1831 North Park Ave. CITY: Glen Raven STATE: NC 27217 Certification is hereby made that: (Check "a" or "bI') (a) The articles described at the bottom of this Certificate have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal and the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. x •• • • *PO •••• • Name of chemical used: Chemical Registration #: Method of application: • •• •(4b)•The articles cieescribed at the bottom of this Certificate are made from a flame -resistant fabric or material registeretJ.dhd approved by the State Fire Marshal for such use. • • Trade Name of dame -resistant fabric or •• ••fused: REINFORCED VINYL Registration #: F-06901 • • ▪ • • • • • The fJ�me-Retardant Process Used Will Not Be Removed By Washing ••• • . • • • • • • ®••••OONPJ,fa. KAWRAANN • • game off PPlicator or:Pr ration Superintendent • • STEPHANIE MUMMERT, Q C MANAGER Title RCNs # 00000000001061833187 CUSTOMER ORDER NO. CUSTOMER INVOICE NO. 1760099 YARDS OR QUANTITY DESCRIPTION 50.00 Weblon Coastline Plus #CP-2709 62" Rust (Standard Pack 50 Yards) ITEM NUMBER 857209 We hereby certify the above to accurately reflect the information contained within a "CERTIFICATE OF FLAME RESISTANCE" issued to Trivantage, LLC from the registrant set forth above. A copy of the original Certificate of Flame Resistance is available upon request to Trivantage, LLC and the registration information set forth above is on record with the California State Fire Marshal. MAILING ADDRESS MEGA AWNINGS INC 1799 EAST 11 AVENUE HIALEAH, FL 33010 (51) (AP P-ol) 1700r. 77E .571 o(r es eonlOo ... • . . . .• .... . .. .. . .... • . . . .... .... . . . . . •• So u7' N Pe Kl,16 I-0-r 1•• • .... ... • .. ..• • ..• • •• 1y 11. 13 1L 4 3 r�AWI) tc P • • • • • • .. .. • .. • • • • .. • APPROVED MIA MI-DADE COUNTY FIRE DEPARTMENT PER7.1T' - FIRE ALARM_,.,__ RR,,).. , "S. N--- WATER MAI a — DATE. co,vLP niiVI(J 11 APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT 1 BIDG. PERMIT FIRE SUPPR DATE: /9 1 REVISIONS THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND COMPLETELY -REMOVED DURING PERIODS OF HIGH WIND VELOCITY. REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED WHEN WIND SPEED APPROACH AND/OR EXCEED TO 75 MPH (34M/S) AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THIS FABRIC -COVERED STRUCTURE (CANOPY) WILL NEED A QUICK REMOVAL OR BREAKAWAY FABRIC AT WIND VELOCITIES EC/UAL TO OR GREATER THAN 75 MPH (ACCORDING TO FBC 2017 3105.4.2.1) A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AND READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURING SUCH PERIODS OR TIME. THE CANVAS OR FABRIC USED FOR AWNINGS OR FABRIC -COVERED FRAMES SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701. 9Is QUANTITY= 3 UNITS TYPICAL WELDING CONNECTION DETAIL "A" SCALE : N.T.S. SEE DETAIL "A" 110.111./NW ALL MEMBERS MUST BE STEEL ASTM A992 GRADE 50 TUBE 1.315" O.D. X 14GA / (GALVANIZED GATORSHIELD) • • • • • •.• • • •.•. •• IT *0 1a-10 LACE BAR MUST BE STEEL ASTM A53 GRADE B PIPE 1/2 SCH 40 ISOMETRIC P SCALE 1 gT URAL REVIEW APPROVED DAT a" SEE DETAIL "B" (TYP.) ALL EXISTING COLUMNS MUST BE STEEL ASTM A53 GRADE B PIPE 2 SCH 40 EXIST. CONCRETE FOOTING IS NOT WITHIN THIS SCOPE OF WORK EXIST. CONCRETE FOOTING IS NOT WITHIN THIS SCOPE OF WORK • • • • • • • • • • • •• • • N0, DATE • . • . • • • • / •• •• • •, • • •••r • APPROVED MIAMI-DADE COU TY FIRE DEPARTMENT BLDG. PERMIT RRESUPPRESSI DATE RRE ALARM WA LINE WEIGHT ALL EXISTING COLUMNS MUST BE STEEL ASTM A53 GRADE B PIPE 2 SCH 40 ALL MEMBERS MUST BE STEEL ASTM A992 GRADE 50 TUBE 1.315" O.D. X 14GA GALVANIZED GATORSHIELD) LACE BAR MUST BE STEEL ASTM A53 GRADE B PIPE 1/2 SCH 40 •. •• NOTE: -DESIGN LIMITED TO AWNING .ANY CORRECTIONS, INK MARKS, WHITE OUT OR STTCKONS 1MLL MID THESE DRALMNGS AND CALCULATIONS. COPYRIGHTIEn•y..r. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. cn 0 Z IZ 0 V i 0 Z Z DATE: 04-03-20 8) (SCALE; AS SHOWN) DESIGNED: J.M; ) DRAWN: J.M. 5 DRAWING N04 SD-1 SHEET 1 OF 2 J . - STRUCTURAL NOTES GENERAL NOTES: " ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2017 AND THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2017 AND ASCE 7-10. WIND VELOCITY : 105 MPH EXPOSURE CATEGORY : C Kd : 0.85 RISK CATEGORY : 2 GCPI : 0.00 STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360-10. ALL ANGLES AND PLATES SHALL BE ASTM A36, FY=36KSI OR APPROVAL EQUAL U.O.N. ALL TUBES TO BE OUTSIDE DIAMETER, GALVANIZED GATORSHIELD, STEEL FY=50KSI. OR APPROVAL EQUAL, U.O.N. ALL HOLLOW STRUCTURAL TUBE "HSS" TO BE STEEL ASTM A500 GRADE B, FY=46KSI; OR APPROVAL EQUAL, U.O.N. ALL ANCHOR BOLTS SHALL BE KWIK BOLT III BY HILTI U.O.N., WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E70XX LOW -HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. 1/8 1/8 1/8 1/8 STEEL CAP PLATE 4" X 4" X 3/8" COLUMN 1/8 \ oY^ // / RONT VIEW SIDE VIEW SCHEMATIC DETAIL "B" SCALE : N.T.S. STRUCTURAL REVI APPROVED r � 1/8 1/8 • • • • • • •• • • •••• • • • • • • • • ••• •• • •• • • .: •• •• • •, • )•4 • • • . • • •• • •. ••• ; NOTE: -DESIGN LIMITED TO AWNING -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -DNS 1MLL VOID THESE DRAWINGS ' AND CALCULATIONS. COPYRIGHT IFS•y,o.H. THIS DOCUMENT IS THE PROPERTY OF IENOINEIR AND SHALL NOT BE REPROOUCED IN WHOLE OR PART W THOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. REVISIONS No, DATE ••— c7 Z a 0 0 z z a 2 el � � � J 0� LL z O V w Z co co cc E 0r m x g 0) VAUD ONLY WITH RAISE PE SEAL VALID FOR (1 ; RMIT ONLY Juan C. Moreno FL Reg P.E # 69818 (DATE: 04-03-2018 SCALE: AS SHOW? DESIGNED: J.M,) DRAWN: J.M. a • DRAWING NOi SD-2 (SHEET 2 ' Of 2 • (-}. a b` -- ri r ' �i t} P - - ----- " • r 1 r • . ✓ r 4 •••• ▪ a ' C.:•••• 4 •, - • • ' ' / 1 • .y - • L• ...• 11 _ T • • t •••••• j !f••• it?••.-- - . -A • V•�• r '••••• . I • }•• C !• 0▪ • ,1 I. •;. F j •t•• '. •••-•fr • • • •, l • • • • • .,..• I 1 It ,I f <..:: ,r ,� ({ -- 1 u > r' ti -a r . 1, ,r 1 rt • k j t;i is rt.) r I r'i �f .L;.�;ci I1 • t, 1c • .1 1 't L 0, ,r 7!t ryr- •fir ra f '4 ir: < :t.j,_=7.:RESOURCES MANAGEMENT 70 • • •• • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • • •• U) 0, A. t`` qA3 .1 IT' X Ir i„,.;„-_,„-:_,„=----.- 7.....!------ - t ,n ° � 1 ' �-- r. ___ �_.__� 0+ r 1 1 LL , 1 AMU -t..J Process No.: ^.mawy{ �,"^•''���� Municipal a3 »IJ No.: W."_31V T Project N,t e: '^ CEI Address.#3f ' s _! i i �I :.d b Ik ___. __ _«_ -._ _--....,_ ...—_ P Tiel :!..LAC:, wing ter. i 11111111111 Disa)n _ — Applicable Ii1. Revision Process No.: NotApPlic:,bfc ......____Mirell...___Miiiin ......._____Mit Allre.....lamme"...1 V PLAN R FINAL T A PERMIT MUST PROVIDE. FIRE INSPECTION REQUIREMENTS A;'`,' RFC . 'DATTHE TIME OFAFii N { 8\ ' C. CM J A ti OL,P;� a - _.. a 1 :) Li -. /a;; 191,13;:) ?1_ r -FT t, •i 3'J _ ! c;! • a 4r! ( -.{ 3 :;SP"1' I =:1'r- 2 r 4.1A 1 • t,►:,' :�'... li •.0 . t)V,...k3113 :3, T '. .J% TC.1 _ q,! }r 1 G{=t IA 3i`i . 7I , A. tt1-:It 1'0 . i311 A 3i. r r `l.11L3J-1. N,`lq ..,:r ! 43. 111JV-' :3 tS 'P ';.4"3.53 7; { • rG, r: .4 fy y rs-.711 f1 1 3.13... '"'3r f s,c . "rix r r i, f _ , -1 ll�p - A 1Jr,'.<'1'-r3A3 .c ,)r :r)R Die =rC_isr „}.y + 'l, i l,i 3r/d.. , 1 ?51. r: r -°( t f .+th" t _ -!;.i '4;1 (5 _.33 c. aS ;,TUu51 .5 r •-4,;PT "01' :li - i- r1. 1!'•"i-. t!-,A! Lis ! - .iut ,`; f 4! l l <_'., .J.1. r :#40: 1Ti'(l - c 00' , ' -' . li _ lit-,rv.• cor.31 1T;...: 11"3",. D., Ji_ .t 3 f 1 43 , i' T,,c1 '?f*: .1 r ^ , i r ";)'1Lr :A .-f..�y f."r2d* :fir 4 `r.,.0r <. , SCUT . J .33"1,.,r/,;, a•.fr11 JP ��r�1;1 i bf ✓ ti itr 1 ' ^?7+Y. J ' i I r{ +', .1 $ f'+ �. 31 rt.), 1 "r; r 1 rz 'T t.,s,3 rig :P 1 1 °.: T _ i i ca- "'AU it 31� f V•1 1 4 t'r ..4111G1 >r, "t 5v'L „.. i ' r ` �'- 3 .•y,, .r1 ,b` + !•" .. .., i � i U, 1 .1 .e ' , ^! ;r ZT 4 i !' 7r • .., / �6 .�.3i.. .41 Mt t.vlr'fi:1 1 .:t4..t CI. 'iC"� r".. - ,?St JJ., DATE: Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: juanPiengineerollc.com April 3, 2018 COVER SHEET PROJECT: THE SHORES CONDOMINIUM Canvas Awnings 9'-10" W X 19'-10" P ADDRESS: 100 NE 105th St, Miami Shores, FL 33138 CLIENT: MEGA AWNING INC. 1799 E 11TH AVE. HIALEAH, FL. 33010 PHONE: 305 681-7727 FAX: 305 888-0882 PAGE '/ 15 .... • • . • ... • .. .. . ..... . .... • .... .... .. . • • ........ .... •• • ...... . • • .. . • • • . . • • . ..• .. . • .. . . This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are nurnbered 1 thru 15. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 15 04-03I2018 iEngineer PLLC, CA #29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. • • • • • • • • • • • tEng;i;neer Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: juan@ ienaineerpllc.com PAGE I I/ 15 INDEX • ..• .... DESCRIPTION • PAE .... ..:. Wind Loads Calculations. 1 •....• General Sketch 4 •..• : Frame with Length and dead Toad (self -weight) : • : 5 . Wind Loads . • .▪ : 6 .. . Unity check design 8 Elements' design 9 Load reactions 12 Concrete footing (uplift) design F-1 14 Concrete footing (uplift) design F-2 15 iEngineer PLLC, CA #29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. 1/15 MECAWind Version 2.1.0.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date Company Name Address City State File Location: Project No. Designed By Description Customer Name : • Proj Location : C:\Users\user\Documents\PROGRAMS\PROGRAMS\MECAWind\Defaclt.wnd : 4/3/2018 • • • • Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof L: Roof Hor. Width ft Ht: Mean Roof Ht Procedure Open = 105.00 mph = II = N/A • 1.00 • 0.01 • 9.50 • 0.11 • 0.15 • 0.20 • 0.20 = 3.8217 • 10.00 Building (Ch 27 Part 1) • • Exposure Category 0000 . • 00110 ••- • i.•• Flexible Structure = •44• Kd Directional Factor 0.85. •... •... •••• 9004000•ft = 1.00 • _ • 09nr• " _ 500.ab ft • • 15.00. ft : 12 Slope of Roof (Theta) =. 17:67•ileg ft D: Roof Length along: Ri.ciae= .:0.00 Zg Bt Bm 1 Zmin • 10.00 ft Type of Roof • . . = Pitchtt • Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 15.00 ft 0.23 427.06 ft 0.95 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-18B Open Building -Pitched Roof � • • • � . • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 2/15 Load Case A B Load Case A B Cnw 1.100 0.030 Cnw 1.100 0.030 h '` e ,� fe I /77_i1/lI17-7-77 0,00 •• • • •••• • •• • • •• • •••• • • • •.•• • • •••• •.•• • • • • •••• •••• •••• • • • • • •• •• .• • • .• • • • • • • • • • • • • • • • Gamma = 0 degrees, Clear Wind Flow •••• ••• • Cnl Windward Wind Pres. Leeward Wind Pres..••. psf psf -0.220 19.041 -0.990 0.519 - 3.808 -17.137 Gamma = 180 degrees, Clear Wind Flow Cnl Windward Wind Pres. Leeward Wind Pres. psf psf -0.220 19.041 -0.990 0.519 - 3.808 -17.137 Notes: 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces. Notes: 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces. Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case psf psf <=10.0 Theta<=45 deg A -0.80-13.848 B 0.80 13.848 >10.0&<=2*10.0 Theta<=45 deg A -0.60-10.386 B 0.50 8.655 Notes: 1) Cn- Net Pressures (contributions from top and bottom surfaces). Notes: 2) Plus and minus signs signify pressures acting towards and away from the top roof surface, respectively. AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 3/15 MECAWind Version 2.1.0.5 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date : 4/3/2018 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\Users\user\Documents\PROGRAMS\PROGRAMS\MECAWind\Default.wnd Q-too =•=10 0 4 h •••• + • • • •••• • • • • •• • •••• • • • 6000 • •••• Ire • • • • •••• •••• •••• • • • • • •• •• •• • •••• • • e ••�•0 •• Pitched Roof Wind Pressure on Components and Cladding (Ch 30 Part 5) Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Cn Cn Max P Min P ft ft ft^2 Max Min psf ps#' RAFTER 5.00 10.00 50.0 1 1.14 -1.06 RAFTER 5.00 10.00 50.0 2 1.14 -1.06 RAFTER 5.00 10.00 50.0 3 1.14 -1.06 IWINDCALC 19.66 -18.43 19.66 -18.43 19.66 -18.43 • • • • • •• • • • • • • • • • • •• • AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 4/15 GENERAL SKECTH • • • . .... • • • •• • •••• • •••• • •••• •.... • • •••• •••• .... • • • • • •• •• go • . • • • • • • • • • • • •• . .. . • • • • • • • • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 5/15 DEAD LOAD = SELF WEIGHT & MEMBERS' LENGTH 0 co h ry ?, =;3Bft Ak 7 :10733 ft z s tt • • • • •. • • • • •••• • • •• •• • • • • • • • • • • •• • L=8 ft •. • • • • •••• •••• • •••• • • • • • • •••• • • •••• •••• • • • •• • • • • • • • • • • •• • • • • •• • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 6/15 WIND LOAD (+Y) .... . • •• •••• • • . •• • .... • •••• • • • • •• •• • .. • • • . • . . •• • • • .... • • •••• •••• • • • ..• • • • • •• • • .. • • • • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 7/15 WIND LOAD (-Y) • • • •• •••• • •••• • •••• • •••• • •••• •••• •••• •• •• •• • • • • • • • •• •• • •• • • • • • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 8/15 UNITY CHECK DESIGN ELEMENT IeE£00 0.158 .. . • • .. • • • . • • ..• 0.188 . • . . .. • • • • . • •• ... • • •••• •••• • .... •••• • • •••• .... • • • • • ..• • • • .. • • • • • • • • • • • • • • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 9/15 Design Group Results Design Group: COLUMNS per AISC ASD (2005) Designed As: Pipe2STD, Material: \SteeIWSTM A53 Grade B Combined Check Member Name Result Case Offset Code Unity Details ft Ref. Check COLUMNS004 D+0.6W »-Y 8.0 H1-1b 0.1 OK KL=8ft, Lb = 8 ft Axial Check Member Result Name Case COLUMNS004 D+0.6W »-Y Offset Demand Fx Capacity Fx Code ft Ib Ib Ref. 0.0 430.5 9877.1 E3-2FB • Unity Detail •.. Glteck ...11Q OK Lu:B ft, • KL=Aft Strong Flexure Check ••.• • • •.•. • • • • •••• • • •• • • • • • Member Result Offset Demand Mz Capacity Mz Code • • •IJaity Details• ft Ib-ft Ib-ft Ref. •.Check • • • •• Name Case COLUMNS004 D+0.6W »-Y 8.0 82.7 1245.3 F8-1 ••0.1.0K Lbz=8ft, Cb.= 1 • •. •• • • • Weak Flexure Check • • • • •• • .. • • .• ••• •• • • • • Member Result Name Case Offset Demand My Capacity My Code ft Ib-ft Ib-ft Ref. Unity Details Check COLUMNS004 D+0.6W »-Y 8.0 -79.0 1245.3 F8-1 0.1OK Lby=8ft Strong Shear Check Member Result Name Case Offset Demand Capacity Vy Code Vy ft lb Ib Ref. Unity Details Check COLUMNS00 D+0.6W »-Y 4 8.0 996.5 6287.4 G6-1, 2b+St.Venant 0.2 OK Weak Shear Check Member Offset Demand Capacity Vz Code Vz Name Case ft Ib Result lb Ref. Unity Details Check COLUMNS00 D+0.6W »-Y 4 7.8 -756.4 6287.4 G6-1, 2b+St.Venant 0.1 OK AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 10/15 Design Group: LACEBAR per AISC ASD (2005) Designed As: Pipe1/2STD, Material: \Steel\ASTM A53 Grade B Combined Check Member Name Result Case Offset Code ft Ref. Unity Details Check LACEBAR006-2 D+0.6W »-Y 2.5 H1-1b 0.4 OK KLz'= 1.7 ft, KLy=2.5ft, Lb = 2.5 ft Axial Check Member Name Result Case LACEBAR006-2 D+0.6W »-Y Strong Flexure Check Member Result Name Case LACEBAR006-2 D+0.6W »-Y Weak Flexure Check Offset Demand Fx Capacity Fx Code ft Ib Ib Ref. 0.0 96.1 2522.7 E3-2FB Offset Demand Capacity Mz Code Mz ft Ib-ft Ib-ft Ref. 2.5 26.4 96.9 F8-1 Unify DetaUi ..• ectek • • • • .QQ.QIi K�:•tZft, • KLy = 2.8 ft • .••• • • .••• • • ••.. unit% Details.. . • • . . .. .• •• • :3.3 bit Lbz 2.5 ff, . Cb=:1••••• • •. • •• . •• . •. . ..l •.• ... .• . ... • •• • • .••• • • . • Member Name Result Case LACEBAR006-2 D+0.6W »-Y Offset Demand My Capacity My Code ft Ib-ft lb-ft Ref. 2.5 -7.7 96.9 F8-1 Unity Details Check Strong Shear Check Member Result Name Case Offset ft Demand Capacity Vy Code Vy Ib Ib Ref. 0.1OK Lby=2.5ft Unity Details Check LACEBAR006-2 D+0.6W »-Y Weak Shear Check 0.0 784.1 1446.1 G6-1, 2b+St.Venant 0.5 OK Member Result Name Case Offset Demand Capacity Vz Code Vz ft Ib Ib Ref. Unity Details Check LACEBAR006-2 D+0.6W »-Y 2.5 -765.3 1446.1 G6-1, 2b+St.Venant 0.5 OK • • AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 11/15 Design Group: MEMBERS per AISC ASD (2005) Designed As: Pipe 1.31 x 0.083, Material: \Steel\ASTM A992 Grade 50 Combined Check Member Name Result Case Offset Code ft Ref. Unity Details Check MEMBERS101 D+0.6W »-Y 0.0 H1-1b 0.3 0K KLz= 1.8 ft, KLy=2.5ft, Lb=2.5ft Axial Check Member Result Name Case MEMBERS101 D+0.6W »-Y Strong Flexure Check Member Result Name Case MEMBERS101 D+0.6W »-Y Offset Demand Fx Capacity Fx Code ft Ib 0.0 163.1 Ib Ref. 6862.1 E3-2FB Unity Details.. ,heck • '4Q1DK KLz=1.81t• KLy 5,x5ft • Offset Demand Mz Capacity Mz Code • Uri} Details • • ft Ib-ft Ib-ft Ref. Che & •••• 0.0 -83.2 314.8 F8-1 0.3 aK Lbz = 2 6 ft, Cb=1 • ... • ... • • 000 • •.. Weak Flexure Check Member Result Name Case MEMBERS101 D+0.6W »-Y Strong Shear Check • • • • • • • • • Offset Demand My Capacity My Code • .Whit/ Details• • • ft Ib-ft Ib-ft Ref. Check • • • 2.5 18.2 314.8 F8-1 0.1 OK Lby=2.5ft • •• 000 � • Member Result Offset Demand Capacity Vy Code Vy Name Case ft Ib Ib Ref. Unity Details Check MEMBERSIO D+0.6W »-Y 1 0.0 1801.7 2885.4 G6-1, 2b+St.Venant 0.6 OK Weak Shear Check Member Result Offset Demand Capacity Vz Code Vz Name Case ft Ib Ib Ref. Unity Details Check MEMBERSIO D+0.6W »+Y 1 2.5-1739.3 2885.4 G6-1, 2b+St.Venant 0.6 OK AWNING 100 NE 105th St, Miami Shores, FL 33138 [ENGINEER PLLC 12/15 DEAD LOAD REACTIONS 0 0 FY=1261b r LL N LL • • • • •• • • •. • • • • •••• • •••• • • • ••• • • • • •••• •••• • • • • •••• •••• •••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • •• • • • • N �FY=731b 9 44r,,� a • • • • • • •• AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 13/15 WIND LOAD (+Y) REACTIONS • • • •• • • •••. • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • •• • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 (ENGINEER PLLC 14/15 CONCRETE FOOTING FOUNDATION (UPLIFT) DESIGN. F.1 WIND UPLIFT = 1284 LB DL = 126 LB 0.9 DL + 1.0 WL FORCE = 1170.6 LB = 1.0WL - 0.9DL "CONCRETE _ 150 LB CF deep VOLREQUIERED = FORCE 0.9 X ACONCRETE VOLREQUIERED = 8.671 CF width • • • • . .. • NETUI;tiFT • • • • • • • • • • •.•• .••• • • • • • •. • • • • • .• • • • • •• • • • • •• • TO DEEP = AREAMINIMUN= LONGMINIMUN= LONPAPPLIED= VOL-APPLIED= VOLREQUIERED= 6 in 17.34 SQF 49.97 in 4.5 ft 10.13ft2 > 8.67 ft2 12 in 8.67 SQF 35.34 in 3.0 ft 9.00 ft3 > 8.67 ft3 1 R in S 7R S(F . 2R RS in ' 2 S ft A 'IR ft3 > R R7 ft3 24 in 4.34 SQF '24.99 in 2.5 ft 12.50 ft3 > 8.67 ft3 30 in 3.47 SQF 22.35 in 2.0 ft 10.00 ft > 8.67 ft 36 in 2.89 SQF 20.40 in ' 2.0 ft 12.00 ft3 > 8.67 ft3 42 in 2.48 SQF 18.89 in 2.0 ft 14.00 ft3 > 8.67 ft3 USE CONCRETE FOOTING. 2'-6" x 2'-6" x 24" DEEP W/1#5@9"O/CBOTTOM • • . • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC 15/15 CONCRETE FOOTING FOUNDATION (UPLIFT) DESIGN. F-2 WIND UPLIFT = 635 LB DL = 0.9 DL + 1.0 WL FORTE _ ACONCRETE = 73 LB 569.3 LB = 1.0WL - 0.9DL 150 LB CF VOLREQUIERED = FORCE 0.9 X ACONCRETE VOI1REQUIERED = 4.217 CF deep V • • • •• • •• • NET•ontFT •w • J ••j •• • width • • •••• • •••• • ••••• • •••• • • • •• • • • • • •• • • • • •• • TO DEEP = AREAMINIMUN= LONGMINIMUN= LONGAPPLIED= VOLAPPLIED= VOLREQUIERED= 6 in 8.43 SQF 34.85 in 3.0 ft 4.50 ft2 > 4.22 ft2 12 in 4.22 SQF 24.64 in 2.5 ft 6.25 ft3 > 4.22 ft3 18 in 2 81 SOF 20 12 in 2.0 ft 6.00 ft3 > 4 22 ft3 24 in 2.11 SQF ' 17.42 in _ 1.5 ft 4.50 ft3 > 4.22 ft3 30 in 1.69 SQF 15.59 in 1.5 ft 5.63 ft > 4.22 ft' 36 in 1.41 SQF ' 14.23 in 1.5 ft 6.75 ft3 > 4.22 ft3 42 in 1.20 SQF 13.17 in 1.5 ft 7.88 ft3 > 4.22 ft3 USE CONCRETE FOOTING. 1'-6" x 1'-6" x 24" DEEP W / 1 #5@9"O/CBOTTOM • • • • • • • • • • • • • AWNING 100 NE 105th St, Miami Shores, FL 33138 IENGINEER PLLC