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ACT-15-1245 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244669 Permit Number: ACT-5-15-1245 Scheduled Inspection Date: December 01, 2015 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Miscellaneous Job Address:309 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135490 Project: <NONE> Contractor: AAA HOUSE DOCTORS INC Phone: (305)383-2835 Building Department Comments CANVAS AWNING Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-243802. 09/30/2015 PERMIT IS TAPED TO THE DOOR. Missing footing inspection Failed ,. '�, ' f' :(> 5r'4 c� Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 30,2015 For Inspections please call: (305)762-4949 Page 10 of 46 Z? t(D D--Vyb A Florida P.E # 68447 Miami, November 10th, 2015 Building Department City of Miami Shores Miami Shores , Florida Re: Awning Steel Structure-Ulrich &Espinosa 309 NE 99 Street Miami Shores,FL 33138 Permit#ACT-5-15-1245 Gentlemen: This letter will serve as certification that I have inspected the concrete foundation at the above address and have verified all dimensions are as per plans. At this time, I can attest that the footing foundation was built in accordance to the specifications and plans signed and sealed by me, or better, and the permit #ACT-5-15-1245 issued by City of Miami Shores. Please contact me if you need any further assistance. CONSULTING ENGINEER Yours truly, 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 PHONE# (305)253-9442 FLORICA P 6.6447 Cesar Castillo P.E. Florida P.E#68447 I 1 0 2Gi� m°o9 KhR19 V0o No o o °pima qM o 0 M tisK°. Miami Shores Village ' 1 ,A't no 10050 N.E.2nd Avenue NEz - Miami Shores,FL 33138-0000 ` A. Phone: (305)795-2204 v \ \ �1 ?it67'111, '� \Issue �l � Expiration: 1 07/2015 Project Address Parcel Number Applicant 309 NE 99 Street 1132060135490 Miami Shores, FL 33138- Block: Lot: NOSA INVESTMENTS LLC Owner Information Address Phone Cell NOSA INVESTMENTS LLC 14901 QUORUM Drive DALLAS TX 75254- Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 AAA HOUSE DOCTORS INC (305)383-2835 (786)597-0074 ... ........ Total Sq Feet: 171 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final Date Denied: Review Planning Type of Work:CANVAS AWNING Additional Info: Review Building Classification:Residential Color Approved: In Review: In Review Code Comments: : Code Approved: : In Review Code Denied: Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# ACT-5-15-55701 DBPR Fee $4.05 06/10/2015 Check#:2778 $254.50 $50.00 DCA Fee $4.05 Education Surcharge $1.80 05/26/2015 Check#:2515 $50.00 $0.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $304.50 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 AF DA IT: I certify th the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c tru n ning. F`uthermore uthorize thea ve-named contractor to do the work stated. June 10, 2015 AuthorizeSignature:0 ner / Applicant / Contractor / Agent ate Building Department Copy June 10,2015 1 �`- — Miami Shores e Villa CEIVE� g MAY 2 6 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200-11 0 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 309 NE 99 ST. City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-013-5490 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):NOSA INVESTMENTS, LLC. Phone#: Address:14901 QUORUM DR. STE. 901 City: DALLAS State: TX Zip: 75254 Tenant/Lessee Name: Phone#: Email: � 2 AAA House Doctor, Inc. C- � �'�3 : c CONTRACTOR:Company Name: Phone#: .:� � -S J* Address: 11767 SW 132 PL. City: MIAMI State: FL Zip: 33186 Qualifier Name: GEORGE KALIL III Phone#: -79P4�n S/? 0 `F State Certification or Registration ML(-�-C— C, S r���� Certificate of Competency#: DESIGNER:Architect/Engineer: Cesar Castillo, P.E. Phone#: 305 253 9442 Address:13380 SW 128 ST. STE. B city: Miami State: FL zip: 33186 Value of Work for this Permit:$ • Square/Linear Footage of Work: 171 S/F Type of Work: ❑ Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: CANVAS AWNING Specify color of color thru tile: TT Submittal Fee$ 4-15•d!J Permit Fee$ • W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ n �/ TOTAL FEE NOW DUES -{' (Revised02/24/2014) , 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged iz" f i Signature i� 6-t1u- U to IQ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of�OL(hl 2E).,..-l- y C3� y v y by �-- ti b da of � � 1 20 �`� wh is ersonally known ' %C' ( ho is personally known t me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: P on C. Nords Seal: MY COMMISSION#FF 16 01 yrj COMMISSION HE 218753 * * EXPIRES:October 18,2018 EXPIRES: August 5, 2016 "+ � � 9oeded Thm Budget NobryServices www.AARON OTARY.COM 0� APPROVED BY I � Plans Examiner 06 J Zoning AQIY Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company NOSA INVESTMENTS, LLC Filing Information Document Number L1 20001 1 1 049 FEI/EIN Number 461555747 Date Filed 08/28/2012 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 02/13/2014 Principal Address 14901 QUORUM DRIVE #800 DALLAS, TX 75254 Changed: 02/13/2014 Mailing Address 14901 QUORUM DRIVE #800 DALLAS, TX 75254 Changed: 02/13/2014 Registered Agent Name & Address LEWALLEN, NATALIA 309 NE 99TH ST MIAMI SHORES, FL 33138 Name Changed: 02/13/2014 Address Changed: 02/13/2014 Authorized Person(s) Detail Name &Address Title MGR LEWALLEN, NATALIA 14901 QUORUM DRIVE, SUITE 800 DALLAS, TX 75254 file:///C:/Users/Lori/AppData/Local/Temp/Low/KZXDU8JA.htm 4/1/2015 Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary U-FFI'N& E A%F THE PROPERTY APPRAISER G U Summary Report Generated On:3/31/2015 Property Information Folio: 11-3206-013-5490NE y TH" ST Property Address: 309 NE 99 ST Owner NOSA INVESTMENTS LLC 14901 QUORUM DR STE 901 Mailing Address DALLAS,TX 75254 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 5/3/0 Floors 2 Living Units 1 Actual Area 5,335 Sq.Ft Living Area 4,409 Sq.Ft Adjusted Area 4,472 Sq.Ft Lot Size 14,375 Sq.Ft Taxable Value Information Year Built 1953 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $0 $0 $0 Land Value $301,760 $267,576 $206,046 Taxable Value $701,755 $671,396 $629,127 School Board Building Value $376,238 $379,838 $397,406 Exemption Value $0 $0 $0 XF Value $23,757 $23,982 $25,675 _. _.._,... ._. ._ ----- Taxable Value $701,755 $671,396 $629,127 Market Value $701,755 $671,396 $629,127 City Assessed Value $701,755 $6711,3W[7777$629,127 Exemption Value $0 $0 $0 Benefits Information Taxable Value 1 $701,755 $671,396 $629,127 Benefit Type 2014 2013 2012 Regional Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Exemption Value $0 $0 $0 Board,City,Regional). Taxable Value $701,755 $671,396 $629,127 Short Legal Description Sales Information MIAMI SHORES SEC 1 AMD PB 10-70 Previous Price OR Qualification Description LOTS 15&16&W1/2 17 BLK 40 Sale Book-Page LOT SIZE 125.000 X 115 Corrective,tax or QCD;min OR 21016-4798 01 2003 1 12/03/2012 $100 28386-1096 consideration COC 22551-1719 07 2004 1 10/25/2012 $866,100 28340-2690 Qual by exam of deed 07/01/2004 $425,000 22551-1719 2008 and prior year sales;Qual by exam of deed 01/01/2003 $300,000 21016-4798 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:lAwm.miamidade.gov/info/disclaimer.asp m.miamidade.gov/info/disclaimer.asp Version: 1 of 1 3/31/2015 3:21 PM I _ 5/1iOR�S Miami shores Village Building Department OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LICENCES B. �' COPY OF LOCAL BUSINESS TAX RECEIPT C. ''' COPY OF LIABILITY INSURANCE* D. `'� COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ' Certificate must specify the description of operations or contractor license number. ••rrrrrrrrrrRrrrrr•rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr■ BUSINESS NAME: AAA HOUSE DOCTOR, INC. BUSINESS ADDRESS. 11767 67 SW 132 PL. MIAMI FL 33186 CITY STATE ZIP BUSINESS PHONE: (�� ) -3 3 rJ FAX NUMBER(-�' ) 3K1'7 CELL PHONE (=� ) -S? 2 00,`P 'QUALIFIER'S NAME: GEORGE KALIL QUALIFIER'S LIC NUMBER: CGC056904 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/24/2015 EXPIRATION DATE: 3/23/2017 PERSON: KALIL GEORGE 111 FEIN: 010870025 BUSINESS NAME AND ADDRESS: AAA HOUSE DOCTOR INC 11767 SW 132 PL MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL t �I CONTRACTOR h Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of electron und+ y, may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..a within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(l 3),F.S.,Notices of eiecti I exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of th the person named on the notice or certificate no longer nuts the requirements of this section for issuance of a certificate.The department sl DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 007553 r LocalBusiness Tax Receipt miami�Qade County, State of. Florida I, THIS:IS NOT A`.BILL -DO 140TPAY Z � 5657173 `C 0 E4 -� a BUSINESS NAMEfLOCATION RECEIPT NO. EXPIRES 0 o v AAA HOUSEDOCrotz!NC RENEWAL SEPTEMBER 30, 2015 ?-5 11767 51N 132 PL 6108054 Must be displayed at piece of business MIAMI FL 33186 Pursuant to County Code qcp Awl � Chapter8A-Art.9&10 U- LO LR. � rr OWNER SES .TYPE OE BUSINESS PAYMENT RECEIVED U-'.'<' `� AAA fl" . DpC`OR INC 19E SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Or-� Workers) 12 CGC056J04:: cr $85.00 09/23/2014 u 0 CREDITCARD-14-039191 �LUir ,cl .fl This LocalBusinessTax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, � permit,or a certification of the holders qualifications,to do business.Holder mustcomply with any governmental ct O or nongovernmental regutatory laws and requirements which apply to the business; `: i=J T X til:Z ru The RECEIPT No.above must he dlsp'eyed onall commercial vehicles=Miami-Dada Code Sec 8a-275. t> ul Formore la%matron,visit WW miemidade aov/tax os 11 2t_ir '`kft CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) "'""''�- 05/15/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Agustin Estil-las General Insurance Group Corp. a/C N Ext: (786)280 4113FA No: (305)351-8461 10350 SW 64th St. E-MAIL agustin@genins.net Miami,FL 33173 INSURERS AFFORDING COVERAGE NAIC# Phone (786)280-4113 Fax (305)351-8461 INSURERA: International Insurance Company of Hannover AA1120822 INSURED INSURER B AAA HOUSE DOCTOR INC. INSURERC: 11767 SW 132 PI INSURER D: Miami,FL 33186- 305 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR IN D POLICY NUMBER MM/DDIYYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © COMMERCIAL GENERAL LIBILITY DAMAGE (RENTED PRE COMMECAMISESS Ea occurrence) $ 100000,00 ❑ ❑ CLAIMS-MADE RJ OCCUR AP000532RGL MED EXP(Any one person $ 5,000.00 A 06/12/2014 06/12/2015 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ElPOLICY 1:1 PEC�RO ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ❑ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ ❑ HIRED NON-OWNED PROPERTY DAMAGE $ ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑WRY STLAM ITS [:] EORH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ _T DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) License# CGC056904 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Sores,FL 33138 _ ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD ORAlta Ifil �,s ;... ...,. Miami shores Village Building Department FlORNp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Pia. Stat. � 4.10.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: Ali employer in the construction industry who employs one or more part-time or full-time employees. including the owner. must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to he exempt if I. The officer owns at least 10 percent of the stock of the corporation,or in the case of an I_I_C.a statement attesting to the minimum 10 percent oN iiership; ?. Thr officer is listed as an officer of the corporation in the records of the Florida Department ol'State.Division of Corporitions:and 3. The corporation is registered and listed as active with the Florida Department of ` State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are alloyed to he exempt. Construction exemptiow4 are valid fbr a period of two years or until a voluntary revocatjon is filed or tine exemption is revoked by the Division, Your contractor is requesting a permit under this worker,,' compensation exemption. In these circumstances.Miami Shores Village does not require verification of'vyorkers'compensation insurance coverage from the contractor's company. Therefore. you may be personally liat2lrLorti�� t���rk4r cornpensation injuries of any person allowed to work under this hermit Please check xvith your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU 1IAVT� READ THIS NOTICE AND UNDERS1AND HS CONTENTS. Owner Contractor} Print Ntrrnc: Prfrtt Name: ? Signature: 1U��t-04 L-k,l.�Ll kh Signature:__ ( � State of Florida) State.of'Florida County of Miarnr-Dade 1 County of Miami-Dade) Sworn to and subscribed before me this SNeorn to and subscribed before me this day of '?il day of ��~ �_ I 13y -. BY � r r( _ - VNW . (SEAL) Lon "• NomS MYCOMMISSM#FF 156101 tS1.1L1 _ * *--€MIRE :-Ckt r18 N18 'l ye of lcientificatianta 18753 Type of Identification ro Nota SNYM ROPINESS.-AugusT16 �'� ��►�```� WWW.AARONNOTARY.COM ALM r4 A ":KW" is a a*A*# N~ AAA HOUSE DOCTOR, INC. CGC 056904 AAAHouseDr(&gmai1.com May 15, 2015 State of Florida County of Miami-Dade Before me this day personally appeared George Kalil Ili who, being duly sworn, deposes and says: That he or she will be the only person from AAA House Doctor, Inc. working on the project located: 309 NE 99 St. Miami Shores FL 33138 Sworn to (or affirmed) and subscribed before me this 15th day of May, 2015 by George Kalil III Personally known ' ' , or Produced Identification Type of i entification Notary Public, State of Florida My commission expires: ��� VNIAN SUAREZ * * MY COMMISSION#FF 156701 EXPIRES:October 18,2018 �roF: '0 Barbed Thru Budge)Notary Urft 11767 SW 132 PL. MIAMI, FL 33186 786.597.0074 (M) 305.380.0203 (0) s CerTm '' CHame Resistance . . . .. . T • '•&LEW 4; 4VEN*&L1-§INC Registered Fabric 1831 NORTH PARK AVENUE or Concern Number .. . . . .. ... .. • • • • • • • Date treated or manufactured. . ... . . . . .. . F-731 Q' : &:EN RAUEN, NC:27217-1100 01/22pZ014 .. . . . . . ... .. This is to certily that the materials described below have been treated with a flame-retardant chemkal 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"b") F-1 (a) The articles described at the bottom of this Certificate have been treated with a flame-retardant chemical approved and registensd 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. Name of chemical used: Chemical Registration M Method of application: FX1 (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 Will Not Be Removed By Washing . GLEN RAVEN CUSTOM FABRICS WENDY MILLER, CUSTOMS COMP. MG Name of Applicator or Production Superintendent Title RCN d 00000000001011604836 000000000 CUSTOMER ORDER NO. CUSTOMER INVOICE NO. 378900 YARDS OR QUANTITY 155.00 DESCRIPTION Firesist#82006-0000 60" ITEM NUMBER 888506 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. ATLANTIC AWNINGS CORP MAIUNO ADDRESS 4705 SW 75TH AVENUE MIAMI, FL 33155 % .. % .. . . . . . . . . . . 04464 ... . . . . ... 1-.. .. E .. •' '•' •• '•' FieM*ida AE # : 68447 13380 5W 128th Street, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 .. . . . .. ... .. . . . . . . . . . . . .. . . . . . ... .. .r PROJECT: STEEL - AWNING STRUCTURE JOY ULRICH-JUAN ESPINOSA 309 NE 99 STREET, MIAMI SHORES, FL 33138 CUSTOMER: Atlantic Awnings DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: AISC 9th Edition F.B.0 2010 A.S.C.E 7-10 e4a o' PC. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 PHONE#(305)253-9442 FLORIDA P�,#f,8f#7 MAR 2 5 2015 Ll� I • ••. . 19orida RE #:68447 1!380§tVjV8Ft et, lyligtfy, Florida 33186- Phone -Fax#(305) 253-9442 QESIGN CRI TEPIA & APPL ICA 19L E CODES F.S.C2010 • ••• • •• • ••• A.I.S.C 9th EDITION • • • • • • •• • -A.S.C.E 7-10 • • • • • • • • WIND LOAD CALCULAT1011S - Z•-�•60 3t ••• • WIND CODE= ASCE 7-10 WINDSPEED= 105 •• • .MPhti •4FBC4204o0-3105.4.2.1' MEAN ROOF HEIGHT: '• :•:Zl : : : :V •• 60 ft EXPOSURE CATEGORY= • • �'�"• •F C• 0- 105.4.2.1 EFFECTIVE AREA= 17 ft X 8.5 ft = 145 ft2 Kzt= 1 Section 26.8-2 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 Kz= 1.03 Table 30.3-1 ASCE 7-10 qh= 0.00256"Kz'Kzt Kd'V2 -Section 30.3-1 24.71 psf And: GCp(1)= -1.10 Fig.30.4-2A -Using 145 SQF Gcpi(1)= 0.55 Table 26.11-1 -Partially Open Buldings P design= qh"(GCp-Gcpi) -40.8 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 PERASCE7-10 W= -40.8 psf 1.- D= 8.0 psf 2.- D+L= 13.0 psf 3.- D+0.75L= 11.8 psf 4.- D+0.6W= -16.5 psf 5.- D+0.75L+0.6w- -12.7 psf 6.- 0.60.0.6w- -19.7 psf SO USE : W= -19.7 psf LOAD ON CRITICAL CENTER FLAT BEAM 17'- 0 W= -19.7 psf 8.5 ft -167.1 lb/ft LOAD ON CRITICAL RAFTER BEAM SPAN =17'- 0 Rf= -167.1 lb/ft 11 ft -1838.5 lbs LOAD ON CRITICAL COLUMN S.T 3'X3'X1/4"- H= T-9" -19.7 psf 94 SQF -1848.3 lbs TENSION 1222.0 lbs COMPRESION(13 psf Gravity Load) LOAD ON CRITICAL CENTER FLAT BEAM=17'- 0 Fy = 46 Ksi -Using A500 GRADE C-Fy=46 ksi Checking span between supports: Span= 12 ft M= 167.1 x 144.00 = 3008.44 Ib-ft 8 Checking Cantilever span: Span= 5 ft M= 167.1 x 25.00 = 2089.19 Ib-ft 2 Then M = 36.10 Kip-in Assumming Fb=0.66(Fy)= 0.66 x 46 = 30.36 Ksi Then Fb(Welding Elements)= = 30.36 Ksi Ksi Then Srqr = 36.10 = 1.19 in3 30.36 Then try with: (1)STEEL BEAM H=8"-1-114"DIAM. PIPE SCH.40 Sxx= 3.46 in3 > 1.19 THEN USE (1)STEEL BEAM H=8"-1-1/4"DIAM.PIPE SCH.40 e . CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 i PHONE#(305)253-9442 FLORIDA PE. #68447 MAR 2 5 2015 . . ... . . . ... P. •.• . . ... . . . . ... Florida RE#:68447 133PPSW 12,8th SILeet, 14iarQ4 Florida 33186- Phone -Fax#(305)253-9442 CHECKING CONNECTION FLAT bEl m To.E&SbN6•CONCR9TE WALL(CRITICAL) ••6hdaj; 11;.8. :0: Ib%;. '•Per Each Plate Try using: (2)1/2"Wedge Bolt Anchor(Min.embed.4")per plate -See Attached NOA Spacing Between Bolts= 6 > 6 in 100% FULL DESIGN •• • • • •• ••• •• Edge distance= •• :*: : ? ' 6 in 0% FULL DESIGN SHEAR • • • • • •• • • • • • • • • • ••• •• Ru- 1715 x 2 x 100% 3430 lbs > 1838 lbs Then use : (2)1/2"Wedge Bolt Anchor(Min.embed.4")per plate -See Attached NOA LOAD ON CRITICAL RAFTER BEAM SPAN =17'- 0 Fy = 46 Ksi -Using A500 GRADE C-Fy=46 ksi Span= 17 ft M= 1838.5 x 17.00 = 7813.59 Ib-ft 4 Then M = 93763.07 Ib-in M = 93.76 Kip-in Assumming Fb=0.66(Fy)= 0.66 x 46 - 30.36 Ksi Then Fb(Welding Elements)= = 30.36 Ksi Ksi Then Srqr = 93.76 = 3.09 in3 30.36 Then try with: (1)STEEL BEAM H=8"-1-1/4" DIAM. PIPE SCH.40 Sxx= 3.46 > 3.09 in3 THEN USE (1)STEEL BEAM H=8"-1-1/4"DIAM.PIPE SCH.40 DESIGN OF CRITICAL COLUMN S.T 3'X3X1/4"-H= 7'-9" a.-CHECKING COMPRESSION(CRITICAL) Fy = 36 Ksi -Using A63 Steel-Fy=36 ksi Type Load(lbs)-Gravity Uplift(lbs) Heigth(FT) 1 1222.00 1848.32 7.75 Nominal Size A(in2) rYY(in) L(in) K(Factor) I KL(in) I KL/r Fa(k.i)Tab.3-36 Pa(lbs) ST WXYX1/4" 2.59 1.10 93.00 1.25 116.25 106 12.20 31598 Use for critical Column = ST 3"X3"X1/4" Pa= 31598 > 1222 Then: A rq'd= 1848.32 / 21600.00 = 0.09 in 2 And 0.09 < 2.59 OX b.-CHECKING WELDING CONNECTION COLUMN TO EMBEODDED BASE PLATE Using 3/16"-E70XX Electrodes Then Length of Weld= 1.85 = 0.66 inch 0.928 x 3 Therefore: 0.66 inch < 12.00 inch o.k SY= 18.07 C.-DESIGN OF TYPICAL CONCRETE FOOTINGS Column load = 1848 lbs. Safety factor(0.6) = 1848 / 0.6 = 3081 lbs. Concrete footer required 3081 / 150 = 21 cu.ft. Concrete footer provided 2_5 x 2_5 x 3_5 (Concrete unit weight 150 lbs)) - - 22 cu.ft. C70-44 (- C44d; ,, PE. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 r MIAMI, FL 33186 PHONE#(305)253-9442 r FLORIDA PE. #68447' -P4AR 25 2015 . 0000. . . . . 0000 . . . . . . --'�'��� • 0000 . . . 0000 F � . ... .. ... b s tai ✓� �; ._._ J_ 1. 0 0 0 0o 'I . . L�• . •.• • ••• • 00 • • • • • • \ -------------- IeV Q � tA 4- �I,w, � V Tu } PRODUCT DESCRIPTION: p THE WEDGE-BOLT ANCHOR ISA UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FOR USE IN STONE AGGREGATE c CONCRETE-IT IS A VERSATILE,HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE-IT IS AVAILABLE WITH A FINISHED HEX WASHER 00 d HEAD IN 114',3M',Mr.518'AND 314•DIAMETERS.THE WEDGE-BOLT ANCHOR IS A ONE-PIECE UNIT FORMED FROM THROUGH U' o m HARDENED STEEL WITH A FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHER,A DUAL LEAD THREAD,AND A CHAMFERED vo V TIP.THE CARBON STEEL VERSION OF THE ANCHOR IS ZINC-PLATED FOR CORROSION RESISTANCE WITH A SUPPLEMENTAL WEDGE-BOLT ANCHOR as 8 CHROMATE FINISH IN ACCORDANCE WITH ASTM B 633. r r0 -og 2 0 GENERAL NOTES: �"� r T. THESE APPROVAL DOCUMENTS REPRESENT A POWER WEDGE-BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR THE o ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY 0 � c RI HURCANE ZONE(HVHZ)OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. a 2 ANCHOR INSTALLATION SHALL BE MAGE IN ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED INSTALLATION INSTRUCTIONS ,0 AND THIS MIAMI-DADE COUNTY BCCO NOTICE OF ACCEPTACE.THE WEDGE-BOLT ANCHOR HOLE MUST BE DRILLED USING A SPECIAL MATCHED TOLERANCE WEDGE-BIT.TO INSTALL THE ANCHOR.PRESS THE CHAMFERED TIP OF THE ANCHOR THROUGH THE FIXTURE INTO THE HOLE,AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH.AS THE ANCHOR IS TIGHTENED ' 1' O INTO THE HOLE.THE REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THE WALL OF THE HOLE.THE DUAL LEAD THREAD IS FORMED WITH A HIGH HELIX ANGLE FOR FAST ENTRY AND ADVANCING.A SPECIALLY DESIGNED RELIEF THREAD FORMED IN THE BODY OF THE ANCHOR ALLOWS EASY TIGHTENING.FOR EASE OF IDENTIFICATION AFTER INSTALLATION,THE HEAD OF THE ' A= LENGTH B=DIAMETER - .Q ANCHOR IS STAMPED WITH BOTH THE DIAMETER AND LENGTH_ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE 1. KIM 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 SIT6SPECIFIC APPLICATION. O s: 5.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE- 6. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. Q ;'ze zw o TABLE No.1 WEDGE-BOLT ANCHOR-Allowable Loads. w� r m Wz Anchor Embedment 2�p�Concrete 3000 psi Concrete 4000 psi Concrete 5000 psi Concrete 6000 psi Concrete IL m Size / Depth Tension Shear Tension Shear Tension Shear Tension Shear Tensiono3 1 Shear(inches) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) 60180 260 390 335 520 375 560 415 600 I W i� IS z 1-1/2 360 550 450 550 . 535 550 580 590 620 625 II 1/4 o 2 600 - 550 795. 550 985 550 Id]5 640 1,245 730 2-I/ - 880 550 1,025 550 1,165 550 11240 640 1,315 730 John W.Xnezevb •1-02 475 Iva 555 l,mo 630 1,170 6gs La4o 760 t,nD TABLE No.2 WEDGE-BOLT ANCHOR-Allowable S acingand Edge Distance. / tl oaemeb/ _PE0_0aW,o • DISTANCE FOR FULL ANCHOR DISTANCE FOR REDUCED ANCHOR REDUCTION •i•• •• 2 750 1110 865 1,19(1 980 1,270 1,140 1,490 ],300 L,710 i •3/8 _ • CAPACITY_(Critical Distance)I CAPACITY (Minimum Distance)2 FACTOR' 1,025 1,370 1,180 1,370 I,330 1,370 1,585 1.5 40 1,835 1,710 •K9• •• •3 1,450 1 425 1,695 1,455 1,935 1,480 2,205 1,595 2,475 1,710 SPACING BETWEEN ANCHORS -TENSION 12d Y 4d ' 0.50 X I* SPACING BETWEEN ANCHORS-SHEAR 12d 4d 0.75"' / zoo, • 3-1(2 1,875 ,411/�• 2,205 1,535 2,535 1,590 2,825 1,650 3,110 1,710 J _ _&_2_0,W q3,325 F0141:"' 115050 1,570 985 L,705 1,090 1.945 1,195 2,185 EDM DISTANCE-TENSION - 8d �' 3d - 0.70 3 •• I •2-1.2 65 1,775 1,300 1,875 1,460 2,075 1,620 270 EDGE DISTANQ-SHEAR 12d 3d 4e • *112 15 1,945 1,950 2,095 2,150 2.185 2,345 2,270 1- The listed values ore the minimum distances required to obtain the load values fisted in Table No. 1./ • •• 3.112 820 2,220 2,120 2,270 2,550 2,335 2,975 2,400 tl'equals Anchor Diameter. When adjacent anchors are different sizes or embedments, use largest votue of'd'. • 04 '• 525 2,220 3,155 2,270 3,155 2,335 3,155 2,400 2- The listed values ore the minimum distances at which the anchor can be set, when load values ore 7 e $ • • adjusted appropriately. -o a K • I 2-1�2 20 1,180 2,705455 3,030 1,725 3,350 3- Load values T the tables ore multiplied by the reduction factor when anchors are installed of the 3 95 2,690 1,845 3,055 2,045 3,305 2,240 3,550 minimumdistance listed. Linear interpolation may be used for spacing or edge distances between the• •6/8 critical and minimum distances. Multiple reduction factors for more than one spacing or edge distance r • 49 625 3,420 3,190 3,690 3,385 3,835 3,580 3,980 shall be calculated separately and multiplied.940 4,010 91555 4,270 4,885 4,355 5,215 4,440 • •• N •3••• 1.080 5,005 1,350 3,420 1,620 3,835 1,900 4,265 2,175 4;695 i a a 3/4 •4•• 1,780 3,630 2,410 4,590 L4,475 35 5,550 3,270 5,630 3,505 5,705 {vptill•OCT;LGNE%y:v Ll 5 2,835 4,690 3,295 5,400 55 6,110 4,305 6,150 4,650 6,190 4..11.WYA'A w�rA1W F` NuM1ng Cady 05/18/20( 6 3,885 5,745 4,180 6,210 6,670 5,355 6,670 6,190 6,670 Acnplssce Y4y0 -V "//� as rvoTEo �'�M, 1- Allowable Loads are based on Ultimate load divided by o 4:1 safety facto, wrt y 2- Spacing and edge distance shall be in accordance with Table No.2. __... l cxs t 26-387 sheet 1 of CHAPTER 30-•WIND-:OAP6.-f.0Nj 0NfNTS AND CLADDING y h <60 ft. F<gure0 4 2A External Pressure. Qffic�e> EQclps$1 pvtmflp 9W1owM2Ui1M'R e Gable Roofs 0 :5 71 . •• • ci • 3J•• 2 •• •f - K I I ;O I I h I I i I I I 3.2 10 100 U 10 100 3.2 -3.0 2.8 ' Roof 2 9 2.8 3 Overhan Q -2.6 2.6 .2.8 U C7 -2.4 � -2.4 a' -2.0 U . � j a,, 20 ,0 -S2 Oto •1.6 1.7 U -1.4 in 6 d 1.4 d •1.2 1 d _ 1,2 y 1.0 0 1.0 1.1 N -0.8 0,9 L p d 08.0.6 .p -0.8 YC 0.6 Ca _0.2 W 1 10 K 50 100 200 5001000 (0.11 0 (0.91 (1.9; 14,6) 19,31 (18.6) (46.5)192.91 U i +0.2 -1. 3 +02 Effective Wind Area, ft2 (rr? ) +0.4 +0.3 +0,6 - =H 2!:7 10 20 50 100 200 5001000 (0.1) (0.9) (1,9) (4,6) (9.3) (18.6) (46.6)(92.9) Effective Wind Area, ft2 (M2 ) Notes: 1, Vertical scale denotes GCp to be used with qh. 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 ft(0,9m)is provided around the perimeter neter of the roof with 7 o the negative values of GCP in Zone 3 shall be equal to those for Zone 2 and positive values of GC,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 GCp 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 lessAhan either 4%of least horizontal dimension or 3 ft(0.9 m). h: Eave height shall be used for 0 < 10 8: Angle of plane of roof from horizontal, in degrees. 336 • • s•• • • • DATE: 03/25/15 8" • 1., ��k3"k8"�PL� INTO: • • REVISIONS BY 6" EXISTING CONC. WALL 1" W/(2� Y"0 WEDGE ANCHOR 3" 1" •'• :• (MI4I. GMBEWNT 4'; :• O ... ... • ,0 8 uj • • • • • ,• • ,, �— MN 8, 6 5, o N w m _ r, U m x : m SNE 0 U Z N 00 U aM M U 3''0 z o 8 ZQLLQ,, rnN .� N N Q lf) M0 j U 0 LLvM Ya"X3"X3" PL. INTO ST 3"X3"X /1/4" Q C/) ' 3" EXISTING CONC. WALL _ COLUMN. �TYP OF 2� per_ .2 -,- 10 W/(1) Y"O WEDGE ANCHOR < v Z IL u- (MIN. EMBEDMENT 3v") (TYP OF 4) 2 � � O °O co PLATE DETAIL wco wQ 1 Z U cn 'i 1, Q O vi J �— W 2'-6"X2'-6"X3'-6" } o o' O DEEP v a J-1 N ALL PIPE TO BE 1Y O U.N.O. CONC. FOOTING Of g Q GENERAL NOTES: CST - ALL STRUCTURAL PIPES TO BE SCH. 40 GALV. STEEL A53-Fy=36 ksi - ALL STRUCTURAL STEEL PLATES TO BE STEEL A-36 - Fp 36 ksi Y - ALL CONNECTIONS TO BE FULLY WELDED J"-E7018 STL PL. 8 6 nP SHEET DESCRIPTION - ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. ISOMETRIC - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: F.B.0 2010 4 A.S.C.E 7-10 Min. c5HEET: 1 of 1 EXPOSURE "C" - V= 105 MPH :6 A.I.S.0 9th EDITION 2'-6"X2'-6"X3'-6" 12" 3"0 ui - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND DEEP. OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. CONC. FOOTING �fe" `° _- , - CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING ISOMETRIC nP °.° U a",­- , IS ISSUED (FBC 3105.4.2.1) - PROVIDE PERMANENT LABEL Ln I- - FABRIC TO MEET CURRENT NFPA-701 FIRE CODE. /a X4"X 4" q LLT - SOIL CONDITIONS AT THE SITE ARE SAND AND ROCK WITH STL PL. _ cn MINIMUM SOIL BEARING CAPACITY 2000 psf.- CRITICAL GRAVITY BEARING LOAD < 2000 psf FOOTING DETAIL g z 0 _ � Uto ,,r, M - �•.•: •:• 5KFTCH OF BOUNDARY SURVEY I:.i. i_ 5>',�b� � y�l «,s,:r.q� r r — •_•sGj�-s -i--- --s — : .� — ____ _.._. � _ � — _ �- ____ — ._ � — __._ � 'r r. I..I3:'„� sc ,•: F.LR. 1 a.c:..:..:,'.:..:.::.'.:.'.:..::.':.::.:.....:.:..:.:..:...::.:.:.:.:..:.:.:.....:7..0.:...2�.•...;,.a......................'...'...'..'...:...'..':...425. .:. :.......................... .. .. _i.. _ . ..E ......::::sx arENERA:raR ... ,c. o •� ,> -� f F""/.R ,��� fA , ` KARL F KUHN S 1 •� �� . . MoroR 6' ccs WALL ,,ye 25.00' o GATE � 0 '' �'t't t t ”- 0, Professional land Surveyor 0.50' I . •; ,... . o; + 24.001 LOCATION MAP 1382 N.E. 178th Street, 29.9' 2.70 NOT TO SCALE North Miami ia 62.each, 9.6Z 28.91 9'407 POOL LEGEND FlorTEL: �7a3 306-534f e.M. - BENCH MARK ku nk rI Omcast.ne S.Gg.B�. SASEs OF BEARINGS LEGAL DESCRIPTION: Cn ER 8 BE/1RING GARAGE L 9 6 _L -6' WOOD F. - cI�t°o� rn cn POOL PUMP E=10.33' 2.00 _L iii = CATCH BASIN Lot 15,16 and the West ? of Lot 17, in Block 40, of o o W AREA . Lt a, CBS = CONCRETE BLOCK STRUCTURE a CV CH - CHORD M/AMl SNORES SECTION ONE AMENDED",according C*4 11 00 o0 CO 00 VL) `9� i) M CENTER MONUELI UNE to the Plat thereof as recorded in Plat Book 10 at co 06 L LLL L 15.40' 141 N +a. E Page 70 of the Public Records of Miomi-Dade QEARANCE u j y \z LLLif-L { County, Florida. o -� Q d CIL LL LLL LL Y Q U O 2 Qom, LL t LLL LLL-0 +_ 15.26` '"` i N o NAIL a c CERTIFIED TO: C•) Z 1`1 LL LLL LLL , 5 40 F.F. BEV.- FINISHED FLOOR ELEVATION � � oD 5.26 o - CEN1RAL MGLE a. Juan Espinosa LL_ m :•� 00 r (�., off - DRILL HOLE o 24.67 bo 13,85 o �,, MH - MAN HOLE b. Miami-Dade Building,Zoning and Department. t•+- --, Q. � r r - OULL s O ffVEnADD UTILITY LINES o Lor 014 9.98' ART/STI WOOD o 2.20 E.M. - ELECTRIC METER W 74 p 4.46 LOT LOT AIC E.M.H. ELECTRIC MAN HOLE BLOCK 40BLOCK 1`5 40 16 I ON CONC. to REMAWOER OF LOT E.T. = ELECTRIC TRANSFORMER ENC. - ENCROACHMENT i('j f BLOCK 40 00 (3'X3) 17 SIP - SET IRON PIPE PROPERTY ADDRESS: Q BLOCK 40 FTP - FOUND IRON PIPE IYi W •- TWO STORY C.B.S. a; 1771309 N.E. 99th Street FIR - FOUND IRON ROD , T D RESIDENCE TTVPICNAL�K FENCE Miami Shores, FI 33158 Z Y Zt<' l �r # 309 NEST J LOT 1 - F� O N 25.00' I � = FOUND SURVEYORS NOTES: > o F.F.E= Lu o Qco LO (M) - MEASURED 1) The above captioned Property was surveyed and described C14 L W 24 42' 43.25 27 74 14.96 PGO - POINT OFBEGINING based on the above Legal Description: Provided by Client. C) W UJ- OUND� 2) All bearings and distances shown hereon are recorded andPC - POINT OF CURVATURE measured unless otherwise shown. o 'OR J PRC PdNOF RE.VVEE'R� RV 3) The lands shown hereon were not abstracted for easements or IY oPORCN a al AIURE WIM PCC - POINT OF COMPOUfp CURVATURE other recorded encumbrances not shown on the lot and the m LLL POC POINT OF COMMENCEMENT p$IR = SETIRON Roo same, if any may not be shown on this section. LU W '�� .O (R) RECaRDEv4) Foundations and/or footings that may cross beyond theZZ •a. h j % WAS MSE Rboundary lines of the parcel herein described are not shown L0 �wV = WATER VALVE of �UNDERGROWN) W NOf�FLS£T5) levations are based on the National Geodetic Vertical Datum 1929.24' �T TASTANG 6) Fence ties are(tmdwgtlmrm*ter line of the fence. d N100.00'( O- DE owuwu E EASUOT )c� 7 Wali ties are to face of the wall.99 89'(M3' CBS WALL 1�1 DME - "NME iB1AlICE EASE1181T 8) Ownership subject to opinion of the Title.5• E MAIN%XP 9 Under round utilities are not depicted hereon. ;• :. • 1 a .. ... ,, ,. -- — CME - CANALM TEEN' EASEtNT �� Z ^4KtQ,Setbacks are not verified by this survey. LAKE O CS4'�J�.�A C4 ��• A/. ` - ° f, 1 P.'.3/2 " .' aE - unuTr�E 11 Benchmark Th802EI@vation=8.98' NGVD29 X/a r � �2 RES - "`:' #r nLU (NO I.D.} p• ,:.. -OHl GVERHEAD`10Rr �*,._ ,,��. Z� Q BLOCK M A, LO N m CORNER (7 'S CEPQ ICATE "" - N 0 O 1 hereby er i y r rs,iha minimum technical standards �" LL 22.10' PARKWAY 0 Gs_set forth y the Florida Boar o yore and Mappers in Chapter 61G17-6 g M In Florio` trative Code, pursuo o section 472.027, Florida Statutes. And is W (Y true and c ct t6')wt Jo-end„beiief- M LESS SEALED AND E OSS'b WTH SURVEY'OR'S SEAL •............ ............_................ .• ::::.'::::.•.. .:..'.:'.':::.:::::. :.'. .':.':..':.' .::::::..:....:........ ...... ... �.............................. ....... ............................. ..... • - . _ ::.'.':::. 0.,171�Nr..OF WAY BY PLAT O. t5+ . �SPHAt.T:pAtMENr::::::::.:':...:.':':..:.. .................. ............... r:. .. .. .•....... . .'�........ .............:............... .......:.. Date of field work: 07-11-2014 J ....... .... ::....... .. Z >G N E:: Jt :::'S71ET:::: :::; ::':::::': ::: : :::......:::::':'::':':::;::: :::::: U_ :::.".'.. .'..._..'... ..'.'.'.'... .'......::':::.'. .. ....::::::::::::::: ::::':': .'..:• :::::::::::::::::.:::::::::::: GRAPHIC SCALE g cgi 0 10 20 40 V Karl F. Kuhn SHEET ( IN FEET ) Professional Surveyor # 5953 OF 1 1 inch = 20 tL State of Florida. t cc, •• • • •• • • •• • • • •• • • • • ••• • CITY •• ••• • • • • • •• .AftL c %opy MAY 16 201' $Y: P#OR TY PERMIT z EXPEDITORS, LL ecoQo� ,mow. ' ONs Lod mords STAB AND�ll�