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ACT-17-526 Permit NO. ACT-3-17-526 Miami Shores Village Permit Type:Awnings/Canopies/Tents 10050 N.E.2nd Avenue NE Work Classification:Miscellaneous - Miami Shores,FL 3313&0000 Per I Permit Status:APPROVED Phone: (305)795-2204 CORIOr` Issue Date:3/10/2017 FixP1 09/06/2017 Project Address Parcel Number Applicant 9501 NE 2 Avenue 1132060133920 Miami Shores, FL 33138- Block: Lot: DVS LLC Owner Information Address Phone Cell DVS LLC 9400 NE 2 Avenue (305)756-3711 MIAMI FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 BISCAYNE AWNING&SHADE CO INC (305)577-0042 a�.... .,.� Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final Date Denied: Review Planning Type of Work: 10 CANVAS AWNINGS Additional Info: 10 CANVAS AWNINGS Review Building Classification:Commercial Color Approved:In Review:In Review Review Structural Code Comments: : Code Approved: : In Review Code Denied: Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# ACT-3-17-63107 $2.25 03/10/2017 Credit Card $204.50 $50.00 DCA Fee $2.25 Education Surcharge $1.00 03/01/2017 Check#: 1407 $50.00 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $254.50 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. March 10, 2017 Authorized Sin Are:Owner / Applicant / Contracfid'y Agent Date Building Department Copy March 10, 2017 1 rT �\ Miami Shores Village C ""© g MAR o � BuildingDepartment X201 p BY: aA _ 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. CT 11 -526 PERMIT APPLICATION . Sub Permit No. KBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP II (� CONTRACTTOORr DRAWINGS JOB ADDRESS: ��L 1��� and Cit : Miami Shores County: Miami Dade Zip: Folio/Parcel#:111 I ,D t) 11 -of D.Is the Building Historically Designated:Yes NO X— Occupancy Type: Load: \Construction 'Type: Flood Zone: BFE: ' FFE: f OWNER:Name(Fee Simple Titleholder): ). V 6 �-��`-- Phone#: -7qLD-` 2Z -'35 9 Address:: '\' I�'.,`q'`� City: `� t tQ�1 �tTZ�J State: Zip: 33I 26' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company 6)&hone#: 11__ - S 0 Z Address: Z�J�J3 nr1 f-, } G City: 1-1 i A �'t State: Zip: 33 2 Qualifier Name: ("Dwlei T->nZE"Z Phone#: ':D�-5�t-1-��}Z State Certification or Registration#: N /4 �Ce�rtificate of Competency#: U)n F") / Crn DESIGNER:Architect/Engineer: (�05hQ-1 C"&I i L� Phone#: �S Address: ��i�S ] ��� � Yin City: VA1" ,1 State:__F1 Zip: Value of Work for this Permit:$ �✓�f)[;U°' Square/Linear Footage of Work: , g Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: 6t)) C)) Specify color of color thru tile: tLAGK CcAi S _ Submittal Fee$ Permit Fee$ /n© CCF$ CO/CC$ Scanning Fee$ Z Radon Fee$ 2 DBPR$ G, • Zf; Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ �L/ Bond$ rr ,, TOTAL FEE NOW DUE$ 2C� �1 O (Revised02/24/2014) t !Ir Bonding Company's Name(if applicable) / Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect4ionnprov ein fee will be charged. Sign Signature OW E orA EN CONTRACTOR Thene/nt was acknowledged before me this The foregoing instruent Iwas acknowledged before me this ( day of {� QJ^ 20 1 -7 by ZAP' day of zFe,i 71�VM�Qspers�o �� -01e 1(tS4 0a a7,4.lW i-W , ho is personally known tojrnp— or who has produced as o has o ed as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: L.['i Sign: Print: Print: JAW ' MARIMREYES� �P S Seal: :; ELIZABETH ELORRIAGA Seal: EXPIRES:March 2s,2018 MY COMMISSION p FF953&% l ,hr Bonded 0-PkMdlns-.—Apanq EXPIRES January 25.2020 (ro/II:fAN-0'D3 FlondaNnh awcecar APPROVED BY S )� Plans Examiner Z�'ing Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PRivERTY Arv--)PRAIS"�'ER y"' •:l Summary Report Generated On:3/1/2017 W 0 Property Information e e `% `` Folio: 11-3206-013-3920 ~ r 9501 NE 2 AVE ' Property Address: MIAMI SHORES,FL 33138-2704 t , Owner DVS_LLC {k 201 NE 95 ST Mailing Address # a MIAMI SHORES, FL 33138 USA Primary Zone 6400 COMMERCIAL-CENTRAL _ n, 1229 MIXED USE- R b, Mop i Primary Land Use STORE/RESIDENTIAL: MIXED USE -COMMERCIAL Beds/Baths I Half 0/0/0 4 Floors fi• {i _ . Living Units 0 Actual Area 25,475 Sq.Ft r 2 6 A!Pal. ra ftp Living Area 25,475 Sq.Ft Adjusted Area 24,806 Sq.Ft Taxable Value Information Lot Size 40,200 Sq.Ft 2016 2015 2014 Year Built 1949 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $2,504,181 $2,131,8011 $1,938,001 Year 2016 2015 2014 School Board Land Value $959,400 $798,600 $618,979 Exemption Value $0 $0 $0 Building Value $2,080,600 $1,684,559 $1,319,022 Taxable Value $3,040,000 $2,483,159 $1,938,001 XF Value $0 $0 $0 City Market Value $3,040,000 $2,483,159 $1,938,001 Exemption Value $0 $0 $0 Assessed Value $2,504,181 $2,131,801 $1,938,001 Taxable Value $2,504,181 $2,131,801 $1,938,001 Regional .�_...— Benefits Information Exemption Value $0 $0 $0 Benefit Type 2016 2015 2014 Taxable Value $2,504,181 $2,131,801 _ $1,938,001 Non-Homestead Assessment Cap Reduction $535,819 $351,358 Sales Information Note: Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- School Board,City,Regional). Sale Price Page Qualification Description 12/23/2010 $1,600,000 27542-4900 Qual on DOS,multi-parcel sale Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 08/06/2010 Corrective,tax or QCD;min $100 27394-3799 consideration LOTS 12 TO 17 INC BLK 29 LOT SIZE 40200 SQUARE FEET 07/01/2004 $3,900,000 22525-4024 Other disqualified COC 22525-4024 07 2004 6 12/01/1971 $400,000 00000 00000 Sales which are qualified 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/1/2017 2016 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT#L10000129579 Apr 25, 2016 Entity Name• DVS, LLC Secretary of State Current Principal Place of Business: CCO204796481 201 N.E.95TH STREET MIAMI SHORES, FL 33138 Current Mailing Address: 201 N.E. 95TH STREET MIAMI SHORES, FL 33138 US FEI Number: 80-0670481 Certificate of Status Desired: No Name and Address of Current Registered Agent: CCACCAMISE1THERESA 201'N:E795TH STREET MIAMI SHORES,FL 33138 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: THERESA CACCAMISE 04/25/2016 Electronic Signature of Registered Agent Date Authorized Person(s) Detail : Title AUTHORIZED MEMBER,MANAGER Title AUTHORIZED MEMBER,MANAGER Name CACCAMISE,THERESA Name CACCAMISE,RICHARD Address 201 N.E.95TH STREET Address 201 N.E.95TH STREET City-State-Zip: MIAMI SHORES FL 33138 City-State-Zip: MIAMI SHORES FL 33138 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that i am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:THERESA CACCAMISE AUTHORIZED 04/25/2016 MEMBER/MGR Electronic Signature of Signing Authorized Person(s)Detail Date Municipal Contractor's Tax Receipt Miami-Dade County, State of FloridaM C -THIS ISNOT A BILL-DO NOT PAY CC NO: 000000387 BUSIVARM amino" "° EXPIRES 2NW 8 AVE &SHADE CO INC 333 SEPTEMBER 30, 2017 MIAMI,FL 33127 7496312 Pursuant to County Code Sec 10-24 OWNEFt TYPE OF BUSINESS BISCAYNE AWNING&SHADE CO INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175.00 10/25/2016 0223-17-000387 This receipt is mat vaBd in the b m dog Mffhc paGtms Avmwm Bwa1.N'nteak Key Biscayme, WwWGanhm%NIimIakvs Paimetb Bay Pimawest Ssy Isles Bemeh,To at CWu Bay. ® For mems kknostimvisit Lwai Busi ness Tax Pecei pt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 495937 LBT BUSINESS NAM ElLOCA TION RECEIPT NO. EXPIRES BISCAYNE AWNING&SHADE RENEWAL CO INC 495937 SEPTEMBER 30, 2017 2333 NW 8 AVE Must be displayed at place of business MIAMI, FL 33127 Pursuant to County Code Chapter BA-Art_9&10 OWNER SEC.TYPE OF BUSINESS BISCAYNE AWNING&SHADE CO 196 SPECIALTY BUILDING BBy TA ENT RECEIVER INC Y TAX COLLECTOR . CONTRACTOR 49.50 10/25/2016 Worker(s) 10 006000387 0201-17-M199 This local Business Tax%%apt only eon-ms payment of the Local BusinnsTax The Paceipt is not alicense, penrit aacerb"cManof the hdder•squali"cabers,todobusiness.Holder muteonplywitharygovermentat ornmwwermerad regulalorylawsand reglirememtswhichapply tothebusiness. The R®PrNO above rest be displayed on aii convnemai vdvdes-Miarri-0ede O3de Sec 8a_M M��w� For-iraGnn*en,viSlwww.niarndadeMNft rcdBecter .,. lqeBConstructionCualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000000387 BISCAYNE AWNING&SHADE CO.INC. D.B.A.: 4EZ CONRADO Is certified under the provisions of Chapter 10 of Miami-Dade County wway s�y6u 6yado�d pe sweN��W^off aped-iweiW 6wouooa;no6 apepiweiwr'.whpeog aye;o tieja'oag C /v3d seleS H euegnp �d® E)NINMd SVANVO 8000 (S)30"1 ONIAAliv 10 DRIVER }_ASS E S; P620- -65..030-0 .tCONRADO PEREZ 2669 TtGERTAIL f"MIAMI,FL 33133-1000 008 01-30.1956 SEA. Fn 02- 4-2011 N Y:^�+Fc '►�-B0-2019; As�. Ojsere...oT a RiMifl YMvcle lrH'1eMut95 oMSlM Tteny SiplNitlty fe5i feyUlf ed py li+w- r� YYI Ate ® CERTIFICATE OF LIABILITY INSURANCE DATE 312 0 1 7 �. o2ro3�ao17 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: H the Certificate holder is an ADDiT1ONA!_INSURED, the policy(les)must be andoraed. If SUBROGATION IS WANED,Subject t0 the terns and conditions of the policy,certain policies may require an endorsement. A statement on this conificata does not confer rights to the certificate holder in lieu of such endorsenlen s. PRODUCER (305)418-8411 (305)418-8413NAME,'-CONTACT Westward Insurance Services, Inc PND"N305 418-8411 IAv�c Ne: 305 418-8413 4905 NW 72nd Avenue I DO Suite 5 INSURE AFFOROING COVERAGE MAIC A Miami FL 33166 INSURER A:Atlantic Casually ln§UmmQo--Qompany INSURED INSURER B:Pronada Insurance Company Biscayne Awning 81 Shade Co. Inc INSURER c:Guarantee I neulDElce Company Biscayne Awning Corp INSURER D: 2333 NW 8th Avenue INSURER 6: IMiami, FL 33127 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED Tb YHE 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, IMEXP I TR TTPE OF INSURANCE U POLICY NUMBER hIMID e� DDIYYYY uMITO QENERAL,LIABIJTV EACHOCCURRENCE 11 O00 000 A V( COMMERCIAL GENERAL LIABILITY PREMISES Me o=N8nce) 100 00 CLAIMS-MADE Q OCCUR MEDEXP A one 3 5,000 L230000339-1 07/1112016 07/11/2017 PERSONAL 6 AOV INJURY $1,000,000 GENERAL AGGREGATE s2.000.000 GEIdL AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG S POLICY PRO- LOC _ COMBINED SINGLE LIMIT AUTOM061LE UABLITY ANY AUTO BODILY INAARY(Per person) 1 B `LLOOWNPI) / SCHEDULED 0110FL00012851-3 01/0912017 01/09/2018 BODILY INJURY Teracddml) s AUTN"oWMED P�ROrPERTY S Y 14IRMAUTOS AUTOS f UMBRELLA LIAR OCCUR EACH OCCURRENCE S FJICESS UAB CLA IMS�MOE AGGREGATE S DEO --REyFWf1ON& S WORKERS COMPENSATION / IAC STATU OTN AND EMPLOYERS'LAGILITY Y I N 10/2012016 10!20/2017 ~ C ANFICEOrUMBdB�PARTNFXC'LUDED,��rvE NIA 20387 E.LEACMACCIDENT $1,000,000 (OFFICE ory in NN) E.L DISEASE-EA EMPLOYE S M DESCRdawbe uIPTION OF OPrMerERATIONS below E.L.DISEASE-POLICY OMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Aft"h ACORD 101,Addift"I RWW"Schedule,"0"OPP"M"0"' Certificate Holder is listed as Additional Insured on the General Liability Coverrage. Biscayne Awning & Shade Co., Inc. Lic#000 000 387 CERTIFICATE.HOLDER CAN Miami$hOfeS Village SHOULD ANY OF THE ABOVR DESCRIBED POLICIES BE CANCELLED BEFORE THE ExPIRATIoN DATE THEREOF, NOTICE WILL HE DEUVEREO IN Bldg.Department ACCORDANCE WITH THE POLICY PROVISIONS. - 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZEDREPRRSENTATIVE Maylin Perez ®1888-2010 ACORD CO PORA ON. All ri reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD G R Certificate of Flame Resistance � ":, �•� Issued By: FRETPR GLEN RAVEN MILLS INC Registered Fabric 1831 NORTH PARK AVENUE or Concern Number Date treated or manufactured: F-73101 GLEN RAVEN, NC 27217-1100 02/23/2017 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 0000 . . 0000 0000.. Certification is hereby made that: (Check"a"or"b") •• • (a) The articles described at the bottom of this Certificate have been treated with a flame-retardark4einical 0000.. approved and registered by the State Fire Marshal and the application of said chemical was dons in conforrrky" . with the laws of the State of California and the Rules and Regulations of the State Fire Mars ft.fly.. 00000 0000. 000000 . • 0000. Name of chemical used: Chemical Registrationfl:*..* :.`." 0000.. 0000.. Method of application: ..; FX-1 (b) The articles described at the bottom of this Certificate are made from a flame-resistant fabric or material ... registered and approved by the State Fire Marshal for such use. •• Trade Name of flame-resistant fabric or material used: FIRESIST Registration#: F-73101 The Flame-Retardant Process Used WillNot Be Removed By Washing GLEN RAVEN CUSTOM FABRICS WENDY MILLER, CUSTOMS COMP. MG Name of Applicator or Production Superintendent Title RCNs# 00000000001050093158 CUSTOMER ORDER NO. Sample CUSTOMER INVOICE NO. 1496826 YARDS OR QUANTITY 0.25 DESCRIPTION Firesist#82008-0000 60" Black (Standard Pack 60 Yards) _ ITEM NUMBER 888508 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 z request to Trivantage, LLC and the registration information set forth above is on record with the California State Fire Marshal. BISCAYNE AWNING CORPORATION MAILING ADDRESS 2333 NW 8TH AVENUE MIAMI, FL 33127 1 • • x :a • • L s ••• • . r s .,.. Y c d 7� .Lo-, Y+ b +m.a31 ;FT RS }. �}vfh� }py„�ewec —•'+"Y+—y� _ — -���� r .ray r� v�4 i 2'✓`���'i�'���'� �. ���'"^Y V ,ky+,4 y.�. _r— _ f f • � '}ter • Y t w � i f ,� •s T ' _ +R,4' eW44 I. C"V& P. E Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186- Phone -Fax # (305) 253-9442 PROJECT: STEEL - AWNING STRUCTURE —%:: Canopies at: D.V.5 LLC .. ..... 0000 201 NE 95TH STREET. MIAMI SHORES, FL 33138 0 CUSTOMER: Biscayne Awning and Shade DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: AISC 9th Editio UG7�09N-Re\j F.B.0 201 A.S.C.E 711 qv)R0NJ'F-'1 P.b. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#11 S MIAMI, FL 33186 PHONE#(305)253.9442 FLORIDA RE. #6844? FES Z2 zm CWS t. C41V& P.E Florida RE#:68447 13155 SW 134th Street,#119, Miami, Florida 33186-Phone-Fax#(305)253-9442 DESIGN CRITERIA d APPLICABLE CODES- CANOPY 9'-0"X 4'-3" F.B.C 2014 AISC 9th Edition. -A.S.C.E 7-10 WIND LOAD CALCULATIONS-Z< 60 ft W IND CODE= ASCE 7-10 W INDSPEED= 105 MPH -FBC 2014-3105.4.2.1 MEAN ROOF HEIGHT: 10.5 ft < 60 ft EXPOSURE CATEGORY= "C" -FBC 2014-3105.4.2.1 EFFECTIVE AREA= 9.00 ft X 2.13 ft = 19 ft2 Kzt= 1 Section 26.8-2 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 Kz= 0.85 Table 27.3-1 ASCE 7-10 •••• qh= 0.00256'Kz"Kzt Kd"V2 -Section 30.3-1 • • •:90% •• •••••• 20.39 psf • •' And: • • • ' GCp(1)= -1.70 Fig.30.4-2A -Using 19 SQF -AS OVERHANG... • Gcpi(1)= 0.55 Table 26.11-1-Partially Open Buildings •••••• P design= qh'(GCp-Gcpi) -45.9 psf -CRITICAL • • • • •..•% CHECKING LOADS COMBINATIONS. -ASCE 7-10 •• •' " Live Load-L= 5 psf -DESIGN LOADS PER ASCE 7-10 Dead Load-D= 8 psf -DESIGN LOADS PER ASCE 7-10 • • • W= -45.9 psf /�• •} :.Y'•'•• • • 1.- D 4.- D+0.6W U�'h�✓L f. ��J�^ i� 1J C!•••• 2.- D+L 5.- D+0.75L+0.6W CONSULTING ENG�tOEER 3.- D+0.75L 6.- 0.6D+0.6W 13155 SW 134th STREET, SUITE#119 LOADS ON BORDER FLAT BEAM MIAMI, FL 33186 PHONE#(305)253-9442 Live Load-L= 5.0 psf 2.13 ft FLORIDA PE. #68447 10.63 Ib/ft Dead Load-D= 8.0 psf 2.13 It 17.00 Ib/ft Wind Load-W= -45.9 psf 2.13 It -97.50 Ib/ft CHECKING CONNECTION-PLATE TO CONCRETE WALL f "FEB 22 2011 a. Checking critical Connection Awning to concrete wall-Plate type A T= 38.01 lbs -TOTAL LOAD S= 14.69 lbs -TOTAL LOAD SEE SAP2000 REPORT ATTACHED Tension= 38 lbs Per bolt Shear= 15 lbs Per bolt Try using= (1)318"Wedge Bolt Anchor(Min.embed.2")per plate -See Attached NOA Spacing Between Bolts= > 4.5 in 100% FULL DESIGN Edge Distance= > 4.5 in 100% FULL DESIGN TENSION Ru= 865 x 1 x 100% 865 lbs > 38 lbs SHEAR Ru= 1190 x 1 x 100% 1190 lbs > 15 lbs O.K CHECKING BIAXIAL STRESSES 38 + 15 = 0.06 < 1.0 alk 865 1190 Then use : (1)3/8"Wedge Bolt Anchor( Min.embed.2") per plate -See Attached NOA CWS I. &V& P.E Florida P.E#:68447 13155 SW 134th Street,#119, Miami,Florida 33186-Phone-Fax#(305)253-9442 b. Checking critical Connection Awning to concrete wall-Plate type B T= 394.04 lbs -TOTAL LOAD S= 123.83 lbs -TOTAL LOAD SEE SAP2000 REPORT ATTACHED Tension= 394 lbs Per bolt Shea- 124 lbs Per bolt Try using= (2)3/8"Wedge Bolt Anchor(Min.embed.2")per plate -See Attached NOA Spacing Between Bolts= > 4.5 in 100% -FULL DESIGN Edge Distance= > 4.5 in 100% -FULL DESIGN TENSION Ru= 865 x 2 x 100% 1730 lbs > 394 lbs "" SHEAR ' ' • • •••• •••••• Ru= 1190 x 2 x 100% •• i • • • 2380 lbs > 124 lbs •••••• •• •• •••••• O.K ' CHECKING BIAXIAL STRESSES :•••• 394 + 124 = 0.28 • �<• ."" • • 1730 2380 •••• i'i•• °'k••••• •••••• • • ••••• Then use : (2)3/8"Wedge Bolt Anchor( Min.embed. 2") per plate -See Attached NOA " c. Checking critical Connection Awning to concrete wall-Plate type C •••••• T= 394.04 lbs -TOTAL LOAD •• •: • S= 123.83 lbs -TOTAL LOAD SEE SAP2000 REPORT ATTAC-a Tension= 394 lbs Per bolt Shear= 124 lbs Per bolt Try using= (2)3/8"Wedge Bolt Anchor(Min.embed.2")per plate -See Attached NOA Spacing Between Bolts= > 4.5 in 100% FULL DESIGN Edge Distance= > 4.5 in 100% FULL DESIGN TENSION Ru= 865 x 2 x 100% 1730 lbs > 394 lbs SHEAR Ru= 1190 x 2 x 100% 2380 lbs > 124 lbs O.K CHECKING BIAXIAL STRESSES 394 + 124 = 0.28 < 1.0 o.k 1730 2380 Then use : (2)3/8"Wedge Bolt Anchor( Min. embed.2") per plate -See Attached NOA SAP2000 ATTACHMENT: 3D VIEWS OF THE MODEL 3D VIEW OF THE MODEL-ELEMETS LABELS 3D VIEW OF THE MODEL-DESIGN SECTIONS 3D VIEWS OF THE MODEL-LOADS APPLIED 3D VIEW OF THE MODEL-DEFORMED SHAPE BY CRITICAL SERVICE COMBINATION ELEVATION VIEWS OF THE COMPONENTS-AXIAL FORCES IN ELEMENTS BY CRITICAL COMBINATION ELEVATION VIEWS OF THE COMPONENTS-SHEAR FORCES IN ELEMENTS BY CRITICAL COMBINATION P-M RATIO COLORS AND VALUES-DESIGN OF ELEMENTS 3D VIEW -JOINT SUPPORT REACTIONS BY CRITICAL COMBINATION TABLE WITH JOINT REACTIONS BY COMBINATIONS e614. i. eke, P CONSULTING ENGINEER 13155 SW 134th STREET, SUITE 9119 MIAMI, FL 33186 PHONE#(305)253.9442 FLORIDA PE. #684,17 FEB 2 2 2017 STRUCTURAL ANALYSIS REPORT D.V.S LLC-STEEL AWNING f A P '2 0=1"0 License# • •••• •••• ••••• SAP2000 AnalysisReport . . . . ...... Preparedby RCP Mode IName:D.V.SAwning.SDB p E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 PHONE#(305)253-9442 FLORIDA PE. #68447 February 20th, 2017 FEB 2 2 2017 STRUCTURAL ANALYSIS REPORT D.V.S LLC STEEL AWNING r1.D n - Aw pw i'• Ede Ede Jr.- pe— Indy. Of- kka yrign An*. obEky Dale^ Qpfi— Iss.b tlap - • _D x -0y �',3'��:.0 fa r .�' s�fgAfA.®_sa,w a nyar • s a•m � n?-eM � D . n ;msµ. \\\....,...w.•,..«�............�L'-i'���_� e. .M+w 'u`Y..».i:l®!—'_.."''1'�-Is..,Is L� a �ia in e•_r i i i sees • • l• • • *000 •••••• • • • • •• • • • • 000000 •• •• •e•0e• • 00.00• • • • ✓ ••es 0000 • • • • • • •••e 0000 sees• •sees• • • •e•e• • • ••see• • sees•• • • • • • • ••sees e• • 3-D V— e K1100e1400 R�EBe GLOBAL ��b.M.ie 3D EXTRUDE VIEW OF THE MODEL x , , 5 file Eda Ye« D,roe Inds. Llj, Sala AWgn An,yz. Du¢iw Design 4pdons Ioos tle4 __ ...— _ex R�-�_o B -•, 0.6 sa w a yam CJ 6e • 0 °p m yo n fi m i �•yl ti` \\SI C=] '(700® ,�_'•+ii i�Y- 'L S IL -13 1'>3 Le h lS� :w, i G ,. °t• .f• a°a ct�•,u$= i t � i LAS L=v• tt, ......,.....,...., ._.....e..>,.H.-�.���-a.a_w..,___-._-....« .«._. #IOBBD�Li�I-GLOBBAIL •!b.ni 3D VIEW OF THE MODEL STRUCTURAL ANALYSIS REPORT D.V.S LLC STEEL AWNING n _ - V w„ — . EA. F& f— 2111. Bddg. DL.w Wt Aign Ac." Dispiry Da9n Qp— JW, tijp OC&Q 11 6 r 17;PA JD ® 3d• � n ...var e e °:®.vo j'nnit as ;:I. p_. °L r3.r•_Z.%p"tl"• \\l0(7 ©130e - i,«riLS _�1=7L I' ©'NhNI•.� - .— \y 4 • • •••• •••••• ie q •• • • • • • • • •••••• •• •• •••••• • •• •• • •••••• • • • • • • • • • •••••• 3D VIEW OF THE MODEL—FRAME LABELS sA;lmvll.orJA& 'I- f". I-f. Id. kl" Qd-me IMP Dpw SdM dsxgn Adze D'.Iliq Daiyn Qpdcn Iaak Fide _e x �9; imP�PP 3arrpR . ysr oa °d® .n :.n?t#}'b;; I..© It — -. ��"C \\Xl^-1 .7 CI LII® _ •.w u 1G a +®!�. �',�N>/�• I•&. I.,� n � r 4�ae 11/4"Scn 48/ pVoe V 1/4"Scn 49 g. p we 11/4"Scn 49 .j sc� 's p..1 1/4•Scn q R 1 I ? 0 e m y�n i e'�OG i - 1 1j4•Scn 49 ptae i . cn Y 40 p,ae xQW'N.00"1'OD jGlOBaL v;;D nr i--•'s 3DVIEW OF THE MODEL—DESIGN SECTIONS STRUCTURAL ANALYSIS REPORT D.V.S LLC-STEEL AWNING 114 a 3?Ek Ed. ye» Qer a b:dse.a... Id- e,ay...M=M=. Cn¢l7 o.eir 2vd— I..n ydp _n x Spm I ,A .-,n 0 6 - 2 AIdOPP ®}7d,0 Q.n wUAr'a o °v® 5 , n +: ®4� •IDS �.� _ i I � 1' • /l • • 0000 0000•• as 00 00000* / j • • • • • 000000 • 0 0 /r *0000: 0009 00000 • 0900 00 00.000 • . . •000•• .. . 000 • • ?:.3C V a l GLCBAL _j E fl F f1 3D VIEW-DEAD LOADS APPLIED(Lb/ft) _ c,Ede Eck Ybm Qdlne 0idge Cp 5de Awr Mdfe Ci=p4y Design Qptiw I.oft tldP _ x loci B S „ 0 _a 71®PJDAP 21 ter= ver 00 Pd® V. n?�+} .a- Z O• Yaf _ p+� _..' . rf, I.- mi .T %ter it (r I w.V a���GLCBPI •'E IIF 3D VIEW-LIVE LOADS APPLIED(Lb/ft) STRUCTURAL ANALYSIS REPORT D.V.S LLCSTEELAWNING 5"t 5APMV Ek Edit fim 2erme Ind" Dm. Cd,d AWr Aa*u Dualey Desim 2pfiws Icoh lie?, 9 x up lal3' 0- 16; .0 A it jb'@.0;H 34,w, v Ct6V *-4J?4 G1 3j,- L 4-i4 LU I + of ed 06 *600 009* 00*400 *000:* 00 0 *of 0 3D VIEW-WIND LOADS APPLIED(Lb/ft) Xi Ek Edit Y­ De— 9idg, Ow SA,,tt A-tir ha.6,t. Dally Diisip Qp&, 1-b Hlp a x RAP 29:uq . CtArlo4r 'Alvl'�G . 17"I'l 21 AP)a.0 j I — - I I A 0 U 0 0 is ;�'L 0. v a V_ I,>4 13 hint Displacements Jcirt Dbiicl 10 JhEk.e 10 23 T— 0.00000 -0.91109 1.55044 R_ 4LM643 0.00000 0.00000 Y4— SIMA—i. ... J*il4FGL0B_W3FEF DEFORMED SHAPES MAXIMLIN VERTICAL DISPLACEMENT BY CRITICAL LOAD STRUCTURAL ANALYSIS REPORT D.V.S LLC-STEEL AWNING 77777=, I FMiDi8alam MR 6 1!- ZZ file Edh f— 2din. 1,;dg. Die.. 5.1ed Assign Ao*p, Cftfty Design 2p6.., 1-h tld, a x D a; 12 viii -,.L X - ,JDA JA,2k 3-d jj2,?7,4 M 22 • ELEVATION VIEW OF FLAT RAFTER—AXIAL FORCES BY CRITICAL COMBINATION(0.6D+0.6W) MAX.COMPRESSION =280.891biN ELEMENT 10,MAX.TENSION=361.761biN ELEMENT 2. WZW004.01 )r�file idit f­ Qefm. Iridge Dm. Sde assign A&Nsa Disilay Dmip Qpdcms lools titlis D r,; t; JB 29 34 s, -e Sor * 4 ?.10 Y.-V'f-L?7 rd )X P�l i. e-envfm.tweent Fdetak,16.7— ELEVATION VIEW OF CRITICAL FLAT RAFTER SHEAR FORCES BY CRITICAL COMB.(0.6D+0.6W) MAX.SHEAR FORCE 164.281b IN ELEMENT 11. STRUCTURAL ANALYSIS REPORT D.V.S LLC-STEEL AWNING Si SAP2000,14.0.0 Advanced-D.V.S Awning-(Steel P-10 Interacton Ratios WSC360-05/180006;) )r!fk E& f— 12.11.1 fridg, Vpw Sated AWp An. Okglay Ddg. 20k. I..b kidp A xv n�ya,t -,n Da 61�' . - d IT 4�d"A 3 _."%367 A All steel tram,p,sad me smmVc,pcitj chack. ..L 00, 0 P-M RATIO COLORS AND VALUES 3D VIEW(ALL MEMBERS PASS..... 906:90 0000 0 0 9000 Ek Ld4 f.- Qdme 1.19, 011. klea &,igm Ao.yc. W.24y Dazig. PFU.. 1..4 tldp 9; tj) $1!- JO ia 3d V f I-- 11'JI. 999..9 12 6 ZL ZL ELEVATIONVIEW JOINTS SUPPORT LABELS(AWNINGCONNECTIONTO CONCRETE WALL) . . STRUCTURAL ANALYSIS REPORT D^��^S LLC—STEEL AWNING' S k9 V 1w all ° ]QVIEW'SUPPORT REACTIONS BYCRITICAL COMBINATION °°°° °°°°° TABLE: Jolht Reactions Joint OutputCase CaseType Fl F2 173900 °° ° °~ ~ ° Text Text Text Lb Lb Lb: ° ° ° °°°°°° °°°°°° 1 D+L Combination -25.98 233.32 29.E:) °° ° ° ° °°°~°° ° ° ° 1 D+0.75L+0.6W Combination 25.56 -210.82 -10.59 ° ° °° STRUCTURAL ANALYSIS REPORT D.V.S LLC-STEEL AWNING 8 D+0.6W Combination 34.00 1 283.39 -92.36 8 0.6D+0.6W Combination 41.21 349.04 -116.77 8 D+W Combination 68.69 581.74 -194.61 9 D+L Combination 0.00 74.76 67.96 9 D+0.75L+0.6W Combination 0.00 -72.90 -45.58 9 D+0.6W Combination 0.00 -92.15 -60.38 9 0.6D+0.6W Combination 0.00 -111.78 -79.67 9 D+W Combination 0.00 -186.31 -132.78 11 D+L Combination 0.00 -25.24 14.69 11 D+0.75L+0.6W Combination 0.00 24.87 -3.13 11 D+0.6W Combination 0.00 31.40 -5.45 11 0.6D+0.6W Combination 0.00 38.01 -10.09 11 D+W Combination 0.00 63.36 -16.82 12 D+L Combination 0.00 -25.24 14.69 12 D+0.75L+0.6W Combination 0.00 24.87 -3.13 12 D+0.6W Combination 0.00 31.40 -5.45 12 0.6D+0.6W Combination 0.00 38.01 -10.09 12 D+W Combination 0.00 63.36 -16.82 • . .... ...... ...... .. .. ...... .... .... . . .... .... ..... ...... . . ..... .. .. . ...... . . . . ...... .. . ... . . . ... . . ... % .. % .. . ... . . . ... PRODUCT DESCRIPTION: • • • • • • • • • • • • • • • • • jl_c� THEVuEDGEAOIT ANCHOR IS A UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FOR USE IN STONE AGGgEGATE• • ••• t•• •CONCRETE IT IS A VERSATILE,HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE.IT ISAVAILABLE WITH A FINISHED HEX WASHEROMEAD IN 114•,3/B',12-•5/8"ANDY4'DIAMETERS.THE WEDGE-DOLT ANCHOR IS A C IEEE UNIT FORMED FROM THROUGHHARDENED STEEL WITH A FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHER,A DUAL LEAD THREAD,ANO A CHAMFERED JTIP.THE CARBON STEEL VERSION OF THE ANCHOR IS LNC-PLATED FOR CORROSION RESISTANCE WITH A SUPPLEMENTAL WEDGE-BOLT ANCHORCHROMATE FINISH IN ACCORDANCE WITH ASTM B CJI. ,. •• --"GENERAL NOTES: •1. THESE APPROVAL DOQIM EHTS REPRESENT A POWERWEDGE-BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR TIIE • ••ISSUANCE OF A NOTICE OF ACCEPTANCE(NOAI BY MIAMI-0ADE COUNTY PRODUCT CONTROL DIVISIONFOR THEHIGHVELOCITY♦ • • • • •HURRICANE ZONE(HVHZIOF THE FLORIDA BVIIDWG CODE 2004 WITH 2005 SUPPLEMENT. )• • • • • • >7. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURES PUBLISHED 1N5Tnl CATION INSTRUCTIONS _ y 1/2 I '.� fANO THIS MIAMI-0ADE COUNTY BCCO NOTICE OF ACCEPTACE.THE WEDGE-BOLT ANCA IORH0LE MUST BE DRILLED USINGn 3 - 'B' c SPECIAL MATCHED TOLERANCE WEDGE-BIT.TO INSTALL TIS ANCHOR,PRESS THE CHAMFERED TIP OF THE ANCHOR TI-IROVGH •'+ THE FI%TUBE INTO THE HOLE AND TIGHTEN IT USING A SOCKET WRENCH ORS WRENCH.AS THE ANCHOR IS TIGHTENED ' O INTO T1-IE HOLE,THE REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THE WALL OF THE HOLE.rHE DUAL LEAD THREAD IS/ / / 0 s FORMED WITH A HIGH HELIX ANGLE FOR FAST ENTRY AND ADVANCING.A SPECIALLY OESIGNEO RELIEF THREAD FORMED IN THE ' a BOGY OF THE ANCHOR ALLOWS EASY TIGHTENING,FOR EASE OF IDENTIFICATION AFTER INSTALU71 N,rHE HEAD OF THE /a= LENGTH B=01 AMC TER. z ANCHOR IS STAMPED WITH BOTH AM THE DIETER AND LENGTH ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE ICf 3, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 4 THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE SPEC WIC APPLICATION, / 5 USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIG 1. 23 OF THE FLORIDA AOMINISTRATIVE CODE O C E 6. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. - V Q o o J $ TABLE No.1 Z WEDGE-BOLT ANCHOR-Allowable Loads. m Q Anchor Embedment 2000 psi-Concrete 3000 psi Concrete 4000 psi Convete 5000 psi Concrete 6000 psi Concreke Size / Depth Tension Shear' Tension Shear Tension S11ear Ten Shear Tcn ' SheaLU (inches) (inches) (pounds) (pounds) (pounds) (pounds) aunds ounds s,ds sten r (p ) (p ) (pounds) (pounds) (Pounds) (pounds) n I 180 260. 260 390 335 520 375 560 415 600 L.1..1 t/4 l-1/2 360 550 - 450 550 . 535 550 500 590 620 625 II 2 111 550 795 550 905 550 1.115 6+0 1,245 730 �LLL_J_3 J..JJ 2-1/2 880 550 1.025- 550 1,165 550 1.240 G10 1,315 730 �(Jo,M�,•,w,--N 1-112 475_ B+5 555 1,010630 1,170 695 1,440 760 1.7;0 TABLE No.2 WEDGE-BOLT ANCHOR•Allowable Spacing and Edge Distance. 2 750 1,110 865 1,190 990 1.270 1.140 1.490 1,300 1,710 DISTANCE FOR FULL ANC nOR DISTANCE FOR REDUCED ANCHOR REDUCTION m CAPACITY (Critical Dislonce)I CA (Minimum Dislancc)2 FACTORS 3/8 2-1/2 1,025 1.370 1,180 1,370_ 1,370 1,770_ TSPS 1,510 1,835 1.718 i!L ' 3 1,450 1,125 I.G95 1,+55 1,9J54 1,48(1 2.205 1,595 2,475 1,710 SPnCINfI OCT VCCN nNCHORi - rCNSIUI 12d X 4d 0.50 l' ' 0 3-I/2 I,875 1,475 2.205 1.535 2,535 1590 2,825 1,650 3,110 1,710 SPACIIR ACI VCCN ANCHORS - 94CAR 12d ' 4d 0.75 t' c 2 r 715 1.430 B50 1,570 905 1,705 1.090 F 1.945 1,193 2,185 EDGE OISTMJCC - TENSION ad 3• 3. 0.70--;— ii 1 / 2-1/2 1.025 1.670 I1I65 1.775 1,300 I,875 1,460 2.075 1,620 2270 COGC GIST—CC - SI IEnR 12d/ 7d 0.15 I/2. 3 1,480 1.790 1.715 1.945 I,�O 2,095 2.150 2.105 2.345 2.270 I- The Iisled values a the n nimum dislunces required la blain the load values listed in Table No. 1./ J $ 3-1/2 I- ISIS 2,165 1,820 2.220 2,120 2,270 2,550 2.375 2.975 2.400 -d' equals Anchor Diomeler.��Wh When adjacent anchors arc different sizes o embedmenls, u e largest vawc of 'd' 4 1,890 2.165 2.525 2,220 J,155 2,270 3,155 2,335 3,155 2,400 2- The listed values ore the minimum dislunces at which the anchor can be set• when loads values are odl—led appropriately. N v` I 2-I/2 855 1,OW 1.020 2,255 I,IBD 2.705 1,455 3.030 1.725 3,350 3- Load volucs in the tables ore multiplied by the reduction factor when anchors ore installed W the 3 1,140 _ 2.725 _ I.+95 2,690 1,a 45 3,055 2.045 3.305 2,240 3,550 , distance Iisled. Linear interpolation may be used for spacing or edge distances between the / -d 5/8 4 2060 7,145 2.625 3,4 0 crit is al rand min,mum distances. Multiple reduction tactors for more than one spacing or edge distance ' '0 2 3,190 3,690 7.705 3.875 3,590 7.980 shat be calculated seporaldy and multiplied. / i 5 3,325 3.750 ].9 a0 4,010 1,555 1,270 4.005 4,355 5.215 1,440 I 3 1.080 3.005 1,750 3,•120 1,620 7.835 1,900 1,265 2,175 +,695 4 1.780 3.630 2,+1D o L 3/9 _ +,590 3,033 5,350 7.270 J 5.670 3,505 5,705 cRUl:uc'r 1lrr:a+-,�o 5 2,035 4.690 - 5,4W 7.755 6,110 4.705 6.ISa 4,050 6.190 �/] 3,pe5 5.]45 "IOU 1.180 6,210 4,475 6.670 Li L�.� IrulJlny�Culr w,.u,r r•: 05/ 6 - - 5.355 6.670 6.190 6,670 _C�7A.,/%O g - _ Fxp.'rvdos Dal U�/�+! ,, n5 NOTEo 1- Allowable Loads ore based an UlGmvlc LPod divided by a 4;1 solely factor. I —V— w,e S 7- SPoelnq and edge distance shell be in ec done. with Table Na, Z, 07 �hTT� eer ear �+•� Dn•Li a 06-1': l sheet T CHAPTER 30 WIND LOADS -COMPONENTS AND CLADDLING h 5 6 0 ft. Figure 3'.0,4-2A ExfernaJ Pressure- P Enclosed,Parftfly Enclosed Buildings Gable Roofs 0 70 II 3 h T 10 100 CL 10 -3.2 100 -3.0 .3.2 -2.8 3 00f .3.0 -2A C .2.8 Overhan 0- (D -2.8 U 2.fi U 2.8 0 -2.4 ------- 2 4 see • 2.2 0 2z -2.0 2 2.0 .18 1.8 0 .6" .1.4 CU 4 Cl) .1.2 1,2 • 1.0 io "1 -1.0 -0.8 09 a 0.8 - 0.6 X -06 • .0.4 LU .0.2 10 2C 5: 10(r'23 5001p00 0 LU X 2 Effective Wind Ar0.2 0.2 eEr,1t +0A - 46 -�-t- OD 10 20 50 100 200 5001000 (0.1) (0.9) (1.9) (4.6) (9.3)(18.6) (16.51192.91 Effective Wind Area, ft 2 (rr? Notes: 1. Vertical scale denotes GC,,to be used with 2 Horizontal scale denotes effective wind area,in square feet(square meters), 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively 4. Each component shall be designed for maximum positive and negative pressures 5 If a parapet equal to or higher than 3 R(0.9m)is provided around the perimeter of the roof with 8 5 71, the negative values of GCP in Zone 3 shall be equal ual to those for Zone 2 and positive values of GCp in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30:4-1. 6. Values of GC,for roof overhangs include pressure contributions From both upper and lower surfaces. 7 Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). A.- Eave height shall be used For 0 5 10'. 8: Angle of plane of roof from horizontal,In degrees. 336 FPL UTILITY EASEMENT AT MIAMI SHORES RETAIL SITE for EXHIBIT A DVS, LLC. BLO IK 29 cc ccI I (P.B 101- PG 70) 2 T `3o LOT 9 LOT 8 F_ Pb 0 40 15ALLEY (IJB. 10, PG. 70) to 0 15 30 I z I �o— — — "a N89'51'18"W 100.00' o r 00 N89'51'18"W �,�,00 N89'51'18"W 100.00 o SCALE 3 j�. 16.00' w o 1" = 30' o0 ro LEGEND (Y) P (D0 1 T 00cp o P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT Q Z� 16.00' v Ni 9'51'18"W P.O.T. = POINT OF TERMINATION J I P.C. = POINT OF CURVATURE P.T. = POINT OF TANGENCY •••• P.N.T. = POINT OF NON-TANGENT _ I • INTERSECTION O I • • �•••• •'•"• • • • • P.R.C. = POINT OF REVSERSE CURVE OLO •• • b• •• P.B. = PLAT BOOK r I a I •••••• •• •••••• PG. = PAGE 0) EL �I •••:•• �• CV Q•••• FPL = FLORIDA POWER & LIGHT rC COMPANY V a I r0 BLO�K 29 •••••• �••••• 0 CENTERLINE 3 I •••• •• 0 •••• 0 _0 CO = (P.B. 10 - PG. 70)EL 0 •••••• 00 O 4.:.. m m O I }oI LOT 16 I LOrIs7.•• �o••• m d•"" d0 o ()0 T-- • J ZI I ••••• i,- m J • • 0 • - � < I I _j T I I I I LLO I I ( h 0 15.00' J 3I 3 N89'51'18"W 100.00' S89-511'11 8"E wl 0oi0o 15.00' 0 to 1oJ ooolS zizNI _ _ --4_15.00 —- - N89'51'18"W _100.00' NE 95th STREET LEGAL DESCRIPTION FLORIDA POWER AND LIGHT COMPANY UTILITY EASEMENT: The West 16 feet of the North 16 feet of Lot 16, in Block 29 of "AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1", according to the plat thereof, as recorded in Plat Book 10 at Page 70 of the Public Records of Miami-Dade County, Florida. Containing 256 Square Feet, more or less, by calculations. NOTICE: Not full and complete without all pages. Total of Two (2) Pages Job No. 11285 • L\11285 9501 NE 2 Ave,MI-1 Shores,PL 33138\d.g\Sketch and Leg.1\I1285 SKeUh-Legal 10-12-12.d.g 10/12/2012 302.47 PM EDT Pagel of 2 • • BREWCH WO ACCOMPANY XMOAL DE8CREPOVION FPL UTILITY EASEMENT AT MIAMI SHORES RETAIL SITE for DVS, LLC. EXHIBIT A SOURCES OF DATA: The Legal Description of the Subject Property was generated from the following Plat: Plat of "AN AMENDED PLAT OF MIAMI SHORES SECTION No.1", recorded in Plat Book 10, at Page 70 of the Public Records of Miami—Dade County, Florida. In addition, the following sources were used to the extent required to complete this document in a defensible matter, that is to say: a) Design Plan labeled C-1 for Miami Shores Retail Site, prepared by CPH Engineers, Inc., Engineers Surveyors Architects Planners, et al, with a physical address of 1992 SW 1st Street, Miami, Florida 33135, last dated June, 2012. •..• • • •••• ••• • Bearings as shown hereon ore based upon the North Boundary line of Lot 16, Block 29 wifta•an assumed bearing of N89'51'18"W. •••••• •••'•� +•• • • EASEMENTS AND ENCUMBRANCES: ••• • •••• •••• • • No information was provided as to the existence of any easements other that what appear16" the undQfl"g Plat••a • of record. Please refer to the Limitations portion with respect to possible restrictions of raeord•and utilit� services.•• • ***Go* •• ••• LIMITATIONS: Since no other information were furnished other than that is cited in the Sources of Data,' the Client Lwhy " ' ' advised that there may legal restrictions on the subject property that are not shown on Me i0etch or•contained ;••• within this Report that may be found in the Public Records of Miami—Dade County, Florida os any other•Public and• • private entities as their jurisdictions may appear. '.; This document does not represent a field boundary survey of the described property, or any part or parcel thereof. INTENDED USE/EXPRESS PURPOSES: It is understood by the Surveyor that the intended use of this document is to create an utility easement in favor of Florida Power and Light Company for the placement purposes of an electric transformer. SURVEYOR'S CERTIFICATE: I hereby certify that this "Sketch to Accompany Legal Description," was prepared under my direction and is true and correct to the best of my knowledge and belief and further, that said Sketch meets the intent of the "Minimum Technical Standards for Land Surveying in the State of Florida", pursuant to Rule 5J-17.050 through 5J-17.052 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. BY:--------------------- Date: ----------------- Jose Senas,PSM Professional Surveyor and Mapper LS5938 HADONNE CORP. Land Surveyors and Mappers Certificate of Authorization LB 7097 1985 NW 88th Court,Suite 202 Doral,Florida 33172 305.266.1188 phone 305.207.6845 fax NOTICE: Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Each Sheet as incorporated therein shall not be considered full, valid and complete unless attached to the others. This Notice is required by Rule 5J-17.051 of the Florida Administrative Code. NOTICE: Not full and complete without all pages. Total of Two (2) Pages Job No. 11285 2�\11285 9501 eE 2 Ave.IIeM Azrez.11]]I]8\Gz9\SNetc"eM Le 1\11285 SK--g.1 10-12-18-g 10/12/2012 45025 PM EDT Page 2 of 2 1"AP OF BOUNDARY mURIVJ'Y LOTS 8,9,10,11,12,13,14,15,16,AND 17,BLOCK 29 OF AN'AMENDED PLAT OF MIAMI SHORES SECTION NO.1',IN SECTION 6, TOWNSHIP 53 SOUTH,RANGE 42 EAST;RECORDED IN PLAT BOOK 10,PAGE 70,MIAMI-DADE COUNTY RECORDS (a, SECTION 6-TOWNSHIP 53 SOUTH-RANGE 42 EAST W w co la) wire enlnr �Y-fr-� E7'j-��� A-39 33' �MWed f0) xe9sne•x,xiar(q a.; wrslYrw,Oltm I<) -1T� � Z IL }9.}}' I ' __6.._�__ ___—___ }-- 1 1 1 ley-LimeT L Tm.25.06' I I TJ1Yl1 v vra - ' j it --_—_— R ❑T� U) o-90T18'12 u � w E i n..w.v....ou. 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V p \ feta Ne I t-S206 013 3390 spurm o1 0II-S Cgent•,bl, ameee Inst tnerc may M Mq-y E (R) p gem C x99l1Yrw tbm C) I ♦ I s Fan xR:11 3206 013 3930 natrnlnm e t sI,-Pre R lnd are rot•na.n m tM saner,top M R.25.DO - _ Sm x3o3,Yrw tarar'(C) I I toot may mnfouM in IM Puel'e ReceN•of Numi-0999 Ceunry. 8 -i-"�_—. 1--1-- ro' -- 4---. 71--__._.—._ A.}9.21' wMe911E[T ♦ , SFGfIIX19 AGL71PIL5': TM Surveyor meta m reprewNalion w to bb=i,p w pnsnaion of 1-07-19-04 tD Tm.21.91' cur«> arm tux TM« m'we q frM urse.N non•aM affce cobubtion•of lne Suejct PrepMY q op eail>a iricrwud,1a mq mlNdr on be 2-09-09-01 N MR911'18- I cc..a 9•errw1m rwurn mad•.m e.a«a.Die wWWtAn iecnnnol StaMaree Public Raerea of lx.CRwty. regin«irnt br Cem,wrtbl/r9yi Met Arm�unew., tin I..—feet)a 3-09-16-09 bf—.Rub SJ-1>-0.S.Fvwo Aenwet M Coee.foe I. e nnN q alit OelermiMtwn aoa mom m to Ma[M SuDjecl PrepMY 4-12-23-10 ILPDOEI Ela —el. wenODee Ivawm m eepiclee on V,e SuneY Map aero er mwawee b m3mt,po ...,'nd peiORn RccwcY d 1 100 d e foot m iJ.—b.ant•.•a«area,et�r ibn to „ppp,�rp,we 5-07-19-11 fIRMiC> MM wN«n erw 1/10 of a fool en 9reiirw wA«n. / feuneo wn•,improwm.nl•arw/a .6...rre l«elan w dw.n rwn. 6- N nemeteeR elea✓nm bpctse m tM Sono W Po' mn•wm b an 9EcwOxb C��F—Fw'MAiION: 7- L E O E N D: d Z. of 1 «curacy /10 Tnl•Baunmry Survey am pnparee at tM Inx.le«e of aro«rt—a. 9- 1N• at a Map If Su 'e inbneM b M d4"It If i One« �- n pmx ttAlw(A.CAMP9ELLAIWTECB Io- C ��• ininY t •malts. FlURcxO w11i 9F1tYILEl.IeIG % ,ie = a 9[C1Ux•190UwLESOFOA>A RBf iwtHMf 1rtLL NIIY.CI COMPNn 11- r'A ____ m OWI.uc Or&A Dp.x10teJ tE1r41E 9011.1E 2- t �' r =—•_ Naln wren a,r.cl,on a Dmea an an mwmee MCR6en. SECnON DBUINEVORSLFR1x1GlE: 13_ pe -� Beerngt 09.99 el'1351 ne M,ud Im1b M' ereq cervi y.Tool tni.II.—,Sung"wW I,•Sunny MRp rnJtir•p • - een iMeep a dl ede6nMe nM rm�en I e lb.r•fmm. .wmm III—em Irm am erred 14 :.n Rn m•umM _ th,y It t•yt k. 1 of tM oppfcomM Iprmbien•d IM 1.• tut 16- pmMM eppmre�o b acdee rboe Zoe YI m pe�Fmeral Tecnnicol Slaware•Iw UM Sunyx9 in Stde a(brim:wnumt _m •mom Emerm«y Ywngeme Age«y(FEw)CemmunilY'Porw Num r TOli52( 17- 'ac Wlla9e f M,m,i SMrn).Map t•Rp RwMM DRte:Septempw to Rule SJ-1>-OS f�M Florwa Aemirtowdive Coes om ib impkrrnnt'uiq ba.Chapter 472.OT] na fM'wp 51duw. IB- 'imf 11.2009. O Y ro w Legal pecwipfnn aa•fumi•nea q cl' t MAo0..!ObA.Fbrim Cer ot�n 19- `v a m - Fbrwa O—fr-te Aanai:aiw Der WD9> ice xRr 11285 r Pbl of'AMDpUT M MNYI SxwtEs SECDOX No r me In Pbl C ~ a w a•cas•avow Boat 10.at Pom 70, uofc Rnab of Mwmi-Dab County Fbr!a, gy_ dYr xA p - P ea A0 dewfvl•Mom Mrem ae Dmae m Ne N.—Geob,b—.1 D.— Rni,,, 9r•w'PAta DYwws AH a 19M,m e Sencni,.ert wppGe by ne A,dc wrote Depetment a Reghlrm surveyor m trooper 11631} Hemi-Deb Cm y,ibr'we Swte el fbrwa 1•-30, BnmmaM1: -569.Elewtwn:.A65 leel x00CE Na v Seoul tM sigrwturc Rm wi9iml maN unl a e pl•M■ppe 75-08 lmotm et NE 95 Street me N«In Miami Avenw.Mbmi-Daae Cw,,t�n— FbkR L Q r.ee'Suvayor om Hopper.Ae6Mn w ftwt= M�fAwyten cemenyl d tM•igriq m �rorty prawORee v t 1/1 Ac:T n -��L " ft J GENERAL NOTES: Dr=TAIL A D1=TA4L DI=TAIL MAR 2017 — ALL STRUCTURAL MEMBERS TO BE SCH 40 GALV. STEEL PIPE A53—Fy= 36 ksi , ✓ 0 v6 — ALL CONNECTIONS TO BE FULLY WELDED �2 I o 'r BY:_ - — � 2 6 0 TLLYP 2 2 NOTE: CONTRACTOR TO FIELD VE 1 8 2" X 2" X 1/4" PLATE 6" X 2 X 1/4" PLATE 6" X 2" X 1/4" PLATE — ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. ATTACHED TO D S N� 10�{f0 FABRICATION. o — ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2014 FLORIDA CONCRETE WALL ATTACHED A ATTACHED To ��"i1V1 'rn N CONCRETE WALL CONCRETE WALL. BUILDING CODE AND ASCE 7-10, V=105 MPH, Exposure = "C" W/ 3/8"WEDGE BOLT W/(2) 3/8" WEDGE BOLT W/(2).,3/8" WEDGE BOLT 9 P MIN. EMBED z•• Miami Shrrss Vllla 8 �`� "`� fV — NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND MIN. EMBED 2" N. EMBED 2" N OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. D TE �n - m — CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING gpFROVED o c z � W �C U c 00 5 L 6 IS ISSUED (FBC 3105.4.2.1) \ `y' ` ALL STRUCTURAL STEEL TO BE A-500 GRADE B j ZONING DEPT - 00 — THE AWNING MUST BE ATTACHED TO THE EXISTING CONCRETE " WALL (DONE BY OTHERS). \�\ BLD DPT 3 NEW AWNING01 Z AWN I NCS TYPE O ,< <�> EAST EL-EVAT 1 ON _ E TO COMP LA CE WITH ALL (�) EAST ELEVATION 1\ N, STATE ANu CC1�N'iy U GUI�,TIONS (2) NORTI-1 ELEVATIONg,10' j �0, o 1 G \ a r V) 3 Z j Q 15 z N (� A Q r7 00 PO 0000 • � � ••• 0000• Q r� • • • • 0••"•� O ,0 • 0.600 so 0000, �j NSIDE 6- 009 0000 00!00 00.00 2 LAGS �•� I G 21,6 0 •0000• .••0000 0 000000 w rn • Cu •...,• 0 qG••�• U-J• I- � *10040: ••i•• • G 3 '0 A G • < • -f V• U • ••wl : • • j- NEW AWN INCA J • ,0' �_ 3 �p„ (I) EAST ELEVATION �; -' w O 6 A G INSIDE > � z V) INSIDE LADE !P'O LU �l LAGER O ON ,10 2„6 SHEET DESCRIPTION INSIDE ISOMETRIC LAGS �i!'O � G SHEET: 1 of 1 INSIDE I�GE THIS FABRIC-COVERED STRUCTURE MUST BE DESIGNED WITH NEW AWN INC�� A QUICK REMOVAL OR BREAKWAY FABRIC AT WIND VELOCITIES (�) fzEAZ DOO{Z 4 NEW AWN INCA EQUAL OR GREATER THAN 75 MPH ACCORDING TO FBC 3105.4.2.1 (�) {=A� f- 3"� (I)• MAIL F_IOxf=�3 PROVIDE PERMANENT LABEL