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DGT-16-1433 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-259634 PermitNumber: DGT-5-16-1433 Scheduled Inspection Date: August 17,2016 Permit Type: Decks/Gazebos/Trellises Inspector: Mesa, Michel Inspection Type: Final Owner: STANDAERT,NATACHA Work Classification: Deck -Wood Job Address:576 NE 97 Street Miami Shores, FL 33138- Phone Number (646)460-6061 Parcel Number 1132060171510 Project: <NONE> Contractor: DESIGNER PATIO, INC Phone: (305)894-9363 Building Department Comments NEW DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed G S� � Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. V August 16,2016 For Inspections please call: (305)762-4949 Page 9 of 34 Manuel Valdes Linares Professional Engineer State of Florida Lic. 14393 Miami, August 5, 2016 Building Department City of Miami Shores Miami, Florida Address: 576 NE 97 St. Miami Shores, Fl. 33138 Permit# DGT -5-16-1433 Dear Building Official: To state I have inspected the premise above described in relation to the footings and wood deck adjacent to the swimming pool. Based on my personal inspection and to the best of my knowledge, belief and professional judgment , I attest and approve the footings and wood deck construction in accordance with approved plans and with the 2014 South Florida Building Code 5cn Edition. Respectfully, 4z Z10- ------ Manuel Valdes Linares, P.E. M-ASCE. perrriitN DDT- -16- °433 �s°Res Miami Shores Village �� FSB ft T [t3` $Ci4AIS/Tl11�1885 10050 N.E.2nd Avenue NE ' er �? � IN�ricClassJcatiarr:Duck-Wood Miami Shores,FL 33138-000011 Permit;Slat s:;Al�,P'! OVER LCL -"' 06 Phone: (305)795-2204 �YORiDP` • Issue Date:T128/2Q16 Expiration: 01/24/2017 Project Address Parcel Number Applicant 576 NE 97 Street 1132060171510 NATACHA STANDAERT it Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell NATACHA STANDAERT 576 NE 97 Street (646)460-6061 MIAMI SHORES FL 33138- 576 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone �._.__._. ___�.___�..•..___. �� Valuation: $ 45,000.00 DESIGNER PATIO, INC (305)894-9363 Total Sq Feet: 3000 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final Date Denied: Foundation Type Const:Wood Deck Additional Info: Framing in Progress Classification:Residential Scanning: 1 Review Building Scanning: 1_ Review Building Review Structural Review Planning Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $27.00 DBPR Fee 112.18 Invoice# DGT-5-16-59910 DCA Fee $12 38 07/28/2016 Check#: 1404 $ 1,837.76 $ 50.00 Education Surcharge $9.00 05/24/2016 Credit Card $ 50.00 $0.00 Permit Fee $825.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $21.00 Technology Fee $36.00 Work without Permit Fee $825.00 Total: $1,887.76 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;:- certify-fhat going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. uthe re I authori the above-named contractor to do the work stated. July 28, 2016 Authorized Sig : Owne / Applicant C ractor / Agent Date Building De0artme Copy July 28, 2016 1 Miami Shores Village b�. Building Department �� V� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` 1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. :�C,1 (6- 1 q 33 PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [_� CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 576 NE 97th street JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Natacha Standaert Phone#:6464606061 576 NE 97th street Address: City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: Designer Patio, Inc. 3058949363 CONTRACTOR:Company Name: Phone#: Address: 2964 Aviation Ave 2nd Floor Miami FI 33133 City: State: Zip: Jorge Lopez 3058949363 Qualifier Name: Phone#: State Certification or Registration#: C C1519415 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: tt�� City: State: Zip: Value of Work for this Permit:5 ^ M Square/Linear Footage of Work: 4v-)TI) Type of Work: ❑ Addition ❑ Alteration New En Repair/Replace ❑ Demolition ^ Description of Work: 1 �x Specify color of color thru tile: '4 Submittal Fee$ ilJ0 Permit Fee$ Yaf7 ry • CCF$ CO/CC$ Scanning Fee$ O�/ LRadon Fee$ .: DBPR$�/1 Notary$ Technology Fee$ �l� �r�' Training/Education Fee$ �� v Double Fee$ ` Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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. 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 mus? 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 mast be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs ce suc"osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ Signature OWNER or AGENT ` CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing in rument was acknowledgebefore me this day of 110 `r 20 = by da1y of �� , r ri ,20/^(.:- by i who is personally known to K � l j -_ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who «•, YME3SYSMlf1AGO NOTARY PUBLIC: ���"�••. YnNEss�'sANru►co NOTARY PUBLIC: MYCOMMIS810N/FFa7ra� MY COMMISSION S FF 872791 EXPIRES:March 20,2020P, M5 March 20.2020 Thru Notary Pift UWKWdEara40 Publlc UrWwwribrs Sign: Sign: - r'W Print: i.� ? ,� Print: fila Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SNORESBill D� n 11111V" Miami shores Village 'o.` Building Department�oamp 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. v` 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. BUSINESS NAME: BUSINESS ADDRESS: CITY A4 (,& STATE –L ZIP 3 1 L4 BUSINESS PHONE: FAX NUMBER ( ) CELLPHONE ( QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C' (�- - RICK SCOTT,G30VERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD f CGCI5t9A15 �.. .< ,I The GENERAL CONTRACTOR ' Named below IS CERTIFIED `� Under the provisions of Chapter 489 FS. n Expiration data_ AUG 31,2016 LOPEZ,JORGE LUIS DESIGNERPATIO,INC 84Q1 sw 63RD CT €;,, " MIAMI FL 33143 (SSUED7 02lV2015 DISPLAY AS REQUIRED BY LAW 5EQ# L1e02910�I)W558 „ } STATE OF FLORIDA DEPARTMENT BUSINESS PROFESSIONAL REGULATION AND CGC1519415 IIIISSUED; 02/1112016 CERTIFIED GENERAIL'C3NTRACTOR. LOPEZ,JORGE C£SIS DESIGNER PATIO,INC €S GEFtT t£tED aact���itzx prwslo�ss nt Ch�?1.�.�`: LOPEZ, JORGE LUIS DESIGNER PATIO, INC, 8401 SW 63RD CT MIAMI FL 3,314.3, E= ■ ISSUED: 02/tV2016 DISPLAY AS REQUIRED BY LAW SEQ# L1 602 1 1 0000658 NATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC 1519415 S aUED €7211 /201 CERTIFIED CEN RAI, CC}NTRACTPR LOPEZ,JORGE L�1S DESIGNER PATIO 00- IS CERTIFIED Under the R ovisian� of C, 89 EV'aWn calf':AUG 33".2016 Local Busi ness Tax Peceipt M iam i -Dade County, State of Florida THIS IS NOT A BILL - 00 NOT PAY 7192631 BUSINESS'NA M E/LOCA TION RECEIPT NO. EXPIRES DESIGNER PATIO INC NEW BUSINESS SEPTEMBER 30, 2016 OPERATING IN DADE COUNTY _ 7474516 Must be displayed at place of business f-ursuant to County Code Chapter 8A Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED DESIGNER PATIO INC 213 SERVICE BUSINESS BY TAX COLLECTOR C/O ENRIQUE VARGAS 75.00 10/16/2015 Employee(s) 1 0237-16-000234 This Local Business Tax Receipt only con"rms payment of the Kcal Business Tax.The Receipt is not a license, permit,ora c erti"cation d the holder's qual i"cations,to do business.Holder must comply with any governmental or nongoverrxnental regulatory laws and requirements which apply to the business. The FEM1 T NO above must be displayed on all commercial vehicles- Miami-Dade Oode Sec ea-27& ►MFQADE For more information,visit www mia Wedeagydaxcollector CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 05/11/2016 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: It the certificate holder is an ADDITIONAL INSURED,the policy(les)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: Lucia Estrella Accurate Pvc° o Exfi: (305)226-8727 FAX N,). (305)226-8767 8300 West Flagler Suite 114 _APPRES;;: luciaestlla@bellsouth.net re Miami FI 111 AA _..___._.._ ---- - --vcnid;c NAIL:tt Phone (305)226-8727 Fax (305)226-8767 INSURER A: Covington Specialty Insurance INSURED INSURER B: Progressive Express Designer Patio Inc INSURER C: 2964 Aviation Avenue #2nd Floor INSURER 0: INSURER E: Miami FL 33133- T INCIIRFR C. I 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 IN R I ADDLSUBR POLICY EFF ' POLICY EXP TYPE OF INSURANCE iNSRf WVD ___ POLICYNUMBER IiMMIDDNYY (MM/DD/YYYYi� LIMITS n COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE __ 5 1.000.000.00 LJ CLAIMS-MADE U OCCUR PR M IS Ea oc.re ) $ 100 ,000.00 MED EXP(Any one person) , $ 5,000.00 A ❑ VBA10256-00 10/07/2015 10/07/2016 PERSONAL BADV INJURY j $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 POLICY ❑ PR JR COT- El Loc PRODUCTS-COMP/OPAGGI s 1,000,000.00 ❑ OTHER Au 1 uraudlLe uAnlu i r E,aacc den SINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ 10,000.00 11 ALL OWNED SCHEDULED B ❑ AUTOS AUTOS 02858514-0 02/02/2016 02/02/2017 BODILY INJURY(Per accident $ 20,000.00 NON-OWNED F] PROPERTY DAMAGE HIREDAUTOS ❑ AUTOS $ 10,000.00 El ❑ Per accident $ ❑ UMBRELLA LIAB ❑OCCUR I I EACH OCCURRENCE $ F-1 r� u �• u ULAIMJ-MAut AGGREGATE ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑STARTSISE ❑OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTI E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? NIA — (Mandatory In NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE$ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Lic#CGC1519415 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DEkCP0J0t1CIES BE CANCELLED BEFORE IVIIGIIII JIIUICO wiiiaye 1,F Tric cril=iFwTiGN ur�7c iritrc r, u G 1(YILL E DELIVERED IN ACCORDANCE WITH THE PO CY 1 O S. Building Department _IJI i 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,Florida 33138 Lucia Estrella ©1988-2014 CO PORATION. All rights reserved. ACORD 25 j2ui4;u i)QF The ACORD name and logo are registered marks of ACORD '4 CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 7/222/202/20,6 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 NATASHA L ALVAREZ,LLC CONTACT_NATASHA L ALVAREZ PHONE 7866416868 8300 W FLAGLER ST SUITE 1146 AIC E-MAIL q/C,No): I IESS: N.ALVAREZLLC@GMAIL.COM INSURERS)AFFORDI_N_GCOVERAGE NAIC# MIAMI FL 33144 INSURER A:FWCJUA INSURED DESIGNER PATIO INC INSURER B: 8401 SW 63 COURT INSURER C: MIAMI FL 33143 INSURER D: FEIN:474435345 INSURER E: --- INSURER F: COVERAGES CERTIFICATE NUMBER:1607220024 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 ADDL SUBR POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDDNYYYI (MMIDD/YYYY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY A -F-T6 Rpt YE6—� PREMISES Ea occurrence) $ CLAIMS-MADE D OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JR 1 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO Ea accident $ ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS I I AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED AUTOS PROPERTY DAMAGE Per accident $ S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE i AGGREGATE S J DED I IRETENTION S $ WORKERS COMPENSATION WC STATU- 9TH- AND EMPLOYERS'LIABILITY YIN X TORY LIMIT R A ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ 7D776604 3/29/2016 7/29/2016 OFFICE/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 100,000.00 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100,000.00 If yes,describe under PENDING CA GELATIONnP:.qr.PIPT10tJ QF OPERATIONS bel- E.L.DISEASE-POLICY LIMIT S 500,000.00 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 Miami Shores FL 33138 AUTHORIZED REPRESENTATIVEC Phone Number: (305)795-2207 Q C �/ P @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD _FQ A FLORIDA WORKERS'COMPENSATION JOINT UNDERWRITWG ASSOCIATION,INC. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (GFR13UB-7D77660-4-16) NEW-1 6 INSURER: FLORIDA W.C. JUA NCCI CO CODE: 80179 1. INSURED: PRODUCER: DESIGNER PATIO, INC NATASHA L ALVAREZ LLC 8401 SW 63 COURT 8300 W FLAGLER ST MIAMI FL 33143 SUITE 1148 MIAMI FL 33144 Insured is a A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 03-29-16 to 03-29-17 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the states) listed here: FL B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in m� item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 1 00000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT FWCJUA 03 01 D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o y will be determined by our Manual of Rules, Classifications, Rates and Rating 4. The premium for this polic m— Plans. All required information is subject to verification and change by audit. ANNUALLY. ST ASSIGN: FL DATE OF ISSUE: 04-11 -16 PT OFFICE: FLORIDA WC JUA 821 797JJ Page 1 of 1 aR[1n1)CER: NATASHA L ALVAREZ LLC FW uA FLORIDA WORKERS COLIPENSATION JOINT UNDERWRITING ASSOCIATION,INC. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER: (GFR13UB-7D77660-4-16) INSURER : FLORIDA W.C. JUA INSURED'S NAME : DESIGNER PATIO, INC PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 FEIN 474435345 ENTITY CD 001 DESIGNER PATIO, INC 2964 AVIATION AVENUE 2ND FLOOR COCONUT GROVE , FL 33133 SIC CODE : 1521 NAICS: 236115 CARPENTRY - CONSTRUCTION OF DETACHED ONE- OR TWO-FAMILY DWELLINGS 5645 25000 16.92 4230 o ----------------------------------------------------------------------------------- m- O� O� n- m= N n� m� EXPERIENCE MODIFICATION: NONE MODIFIED PREMIUM $ NONE TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 4230 �= EXPENSE CONSTANT(0900) 200 -_ 0.0200 TERRORISM (9740) 5 TIER 2 SURCHARGE 887 FWCJUA FLAT FEE(9601 ) 475 FWCJUA MANDATORY DEPOSIT NONE TOTAL ESTIMATED PREMIUM 5797 DEPOSIT AMOUNT DUE 5797 DATE OF ISSUE: 04-11 -16 PT ST ASSIGN: FL Page 1 of 1 1 i STRUCTURAL CALCULATIONS PROPOSED NEW DECK 576 NE 97 STREET MIAMI SHORES, FL. 33138 OW1111/i 11/1�/�� I 4' G.' No. 62531 STATE OF ; /moi®�••••��ORIOP ,'��`` E. ct •• ••• • • • • • •• ®V 1C `G ®e • . . . • '• �, LIC. No. 531 • •t t'i 10776 NW 84 LN 45 MIAMI, FL. 33178 ••• . . . . . . . . . . •• • .. . . .. . ... . ... . . . . . . . . . . . . .. .. . • . •• .. ... . . . ... . . 1 TABLE OF CONTENT WIND PRESSURE ............................................................................ 1 FOOTING UPLIFT ............................................................................. 2 WOOD BEAM TO DL + LL ................................................................................. 3 WOOD BEAM TO WIND ................................................................................... 4 WOOD JOIST TO DL + LL .. ................................................................................ 5 WOODJOIST TO WIND .................................................................................... 6 WOODLEDGER .......................................................................... 7 CONNECTIONS ................................................................................ 9 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •.. .. . .. . . . . . . .. . . . . . . .. . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. WIND PRESSURE h <= 60 FT. ASCE 7-10 h = 15 FT 6.5.10 Velocity Pressure qz = 0.00256 * Kz* Kzt* Kd *V"2 LB/FT^2 Kz: Velocity Pressure Exposure Coefficient Exposure Category: C a= 9.5 Table 6-2 Zg = 900 FT Table 6-2 FOR Z < 15 FT THEM Kz= 2.01 (15/Zg)^(2/a) TABLE 6-3 FOR 15 <= Z <= Zg THEM Kz= 2.01 (Z/Zg)^(2/a) TABLE 6-3 Z= 15 FT THEM Kz = 0.85 Kzt: TOPOGRAPHIC FACTOR Kzt= 1.0 Kd: WIND DIRECTIONALITY FACTOR Kd = 0.85 V: BASIC WIND SPEED CATEGORY II MIAMI DADE COUNTY, THEM V= 175 mph 1620.2 FLORIDA BUILDING CODE - BUILDING qz= 0.00256 * Kz * Kzt* Kd *V^2 LB/FT^2 qz= 56.57 LB/FT^2 •• •• • . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . .. . . .. . ... . ... . ... . . . . o v . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . z OPEN BUILDING ALLOWABLE WIND PRESSURE F = qz* G * Cn * 0.6 G = 0.85 CN = 1.1 MAX. WIND PRESURE AT ROOF p = 31.7 LB/FT^2 FOOTING UPLIFT F1: 1'-0" DIA. X 2'-0" DEEP D = 1.5 ft H = 2.5 ft FOOTING AREA A= 1.8 FT^2 TRIBUTARY AREA: B = 5.75 L = 5 AREA= 28.8 SF NET UPLIFT: U = 625 # 0.6 * U = 375 # GRAVITY LOAD: FOOTING SELF WEIGTH = 662 # 0.6 D = 397 # > 0.6 * U = 375 # OK. •• ••• •• • • • •• •• • • • • • •• • • • • • • • • • • • • ••• • • • ••• • • 3 WOOD BEAM DESIGN PROJECT: DECK ELEMENT: 2x6 WOOD BEAM WOOD SECTION : B = 1.5 IN H = 5.5 IN S = 7.6 IN^3 BEAM SPAN : L = 5.75 FT TRIBUTARY WIDTH : T = 2.5 FT MATERIAL AND COEFF. Fb = 1050 PSI Fv = 175 PSI E = 1800000 PSI CD = 1.00 LOAD DURATION Cm = 1.00 WET SERVICE FACTOR Ct = 1.00 TEMPERATURE MEMBER Cfu = 1.00 FLAT USE FACTOR CF = 1.00 SIZE FACTOR: CF = (12/d)"1/9, DEEP LESS THAN 12" CF=1.0 Cr= 1.00 REPETITIVE MEMBER Ci = 1.00 INCISION FACTOR F'b = 1050 PSI F'v= 175 PSI E' = 1800000 PSI LOAD : DL = 15 PSF LL = 40 PSF BENDING: q = 137.5 #/FT Mu + = 6819 #-IN REQUIRED S = 6 IN^3 OK SHEAR: Vu = 395 # fv= 72 PSI OK .. •.. • .• DEFLECTION: •. • • • • 4L = •0 066:1 ••' ..' ALLOW. OL = L/360 = 0.192 IN OK . ... . ... . . ALLOW. 4T= L/240 = ..'0.2$95 Ifs•• OV . . . . . . . . . . WOOD GIRDER DESIGN PROJECT: DECK ELEMENT: 2x6 WOOD BEAM WOOD SECTION : B = 1.5 IN H = 5.5 IN S = 7.6 IN^3 BEAM SPAN : L = 5.75 FT TRIBUTARY WIDTH T= 2.5 FT MATERIAL AND COEFF. Fb = 1050 PSI Fv= 175 PSI E = 1800000 PSI CD = 1.60 LOAD DURATION CM = 1.00 WET SERVICE FACTOR Ct= 1.00 TEMPERATURE MEMBER Cfu = 1.00 FLAT USE FACTOR CF = 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0 Cr= 1.00 REPETITIVE MEMBER Ci = 1.00 INCISION FACTOR F'b = 1680 PSI F'v= 280 PSI E' = 1800000 PSI LOAD DL = 0 PSF WL = 32 PSF BENDING: q = 80.0 #/FT Mu + = 3968 #-IN REQUIRED S = 2.4 IN^3 OK SHEAR: Vu = 230 # fv= 53 PSI,,•• ••;OAC : ••. . .. . . . . ... . DEFLECTION: •• ••• •• . • . .. AL = 0.053 IN ALLOW. AL = L/240 = 0,2$8 IN. •• OK •• • ••• • ••• • • • • • • • • • • • T WOOD JOIST DESIGN PROJECT: DECK ELEMENT: 2x6 WOOD JOIST @ 16" WOOD SECTION : B = 1.5 IN H = 5.5 IN S = 7.6 IN^3 BEAM SPAN : L = 5 FT TRIBUTARY WIDTH : T = 1.33 FT MATERIAL AND COEFF. Fb = 1050 PSI Fv= 175 PSI E = 1800000 PSI CD = 1.00 LOAD DURATION Cm = 1.00 WET SERVICE FACTOR Ct= 1.00 TEMPERATURE MEMBER Cfu = 1.00 FLAT USE FACTOR CF = 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0 Cr= 1.15 REPETITIVE MEMBER: @ 24" OR LESS CF=1.15 C = 1.00 INCISION FACTOR F'b = 1208 PSI F'v= 175 PSI E' = 1800000 PSI LOAD : DL = 15 PSF LL = 40 PSF BENDING: q = 73.2 #/FT Mu + = 2743 #-IN REQUIRED S = 2.27 IN^3 OK SHEAR: Vu = 183 # fv = 33 PSI •�bl��: : : .•• . .. . . . . ... . DEFLECTION: •" •• •• AL = 0.020 IN ALLOW. AL = L/300 = 0.1-q7 4W •OK .. . . . . . .. . . 4T= O427 :.. ..: ALLOW. AT= L/240 = 0.25 IN OK ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1, WOOD JOIST DESIGN PROJECT: DECK ELEMENT: 2x6 WOOD JOIST @ 16" WOOD SECTION : B = 1.5 IN H = 5.5 IN S = 7.6 IN^3 BEAM SPAN : L = 5 FT TRIBUTARY WIDTH : T = 1.33 FT MATERIAL AND COEFF. Fb = 1050 PSI Fv = 175 PSI E = 1800000 PSI CD = 1.60 LOAD DURATION CM = 1.00 WET SERVICE FACTOR Ct= 1.00 TEMPERATURE MEMBER Cfu = 1.00 FLAT USE FACTOR CF = 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0 Cr= 1.15 REPETITIVE MEMBER: @ 24" OR LESS CF=1.15 Ci = 1.00 INCISION FACTOR F'b = 1932 PSI F'v = 280 PSI E' = 1800000 PSI LOAD DL = 0 PSF WL = 32 PSF BENDING: q = 42.6 #/FT Mu + = 1596 #-IN REQUIRED S = 1 IN^3 OK SHEAR: Vu = 106 # fv= 19 PSI ••bl�•: .•• . .. . . . . ... . DEFLECTION: "' •• AL = 0.016 IN ALLOW. AL = L/240 = OAO IPI• •OK • .. . . . . . .. . . •. •• • ... . ••• • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Title Block Line 1 Project Title: You can change this area Engineer: Proiect ID: using the"Settings"menu item Project Descr: and then using the ' "Printing& Title Block"selection. Title Block Line 6 Printed:20 APR 2016,9:37PM Wood Ledger File=C:\C4\CUCC23-1\GIA\WOODDE-1\Design\WOODLE-1.EC6 ENERCALC,INC.19832016,Build:6.16.4.15,Ver:6.16.4.15 KW-06010683 Licensee Vicente Franco Description: WOOD LEDGER Code References Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2012 General Information Ledger Width 3.0 in Design Method:ASD(using Service Load Combinations Ledger Depth 5.50 in Wood Stress Grade: Ledger Wood Species Southern Pine Fb Allow 1,000.0 psi G:Specific Gravity 0.55 Fv Allow 100.0 psi Bolt Diameter 5/8" in Fyb:Bolt Bending Yield 45,000 psi Bolt Spacing 24.0 in Concrete as Main Supporting Member Cm-Wet Service Factor 1.0 Using 6"anchor embedment length in equations. Ct-Temperature Factor 1.0 Using dowel bearing strength fixed at 7.5 ksi per NDS Table 11 E Cg-Group Action Factor 1.0 C A-Geometry Factor 1.0 I Uniform Load i -- -.....-..------- Load Data Dead Roof Live Floor Live Snow Wind Seismic Earth Uniform Load... 45.0 plf plf 120.0 plf plf plf plf plf Point Load... lbs lbs lbs lbs lbs lbs lbs Spacing in Offset in Horizontal Shear lbs lbs lbs lbs lbs lbs lbs .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . % . age . . . 0 ... . . . . .. . . . . . .. . . .. .. . ... . ... . . . . . . . . . . . . .. .. 0.0 . .. .. ... . . ... . . Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed.20 APR 2016,9:37PM Wood Led er File=C:\C4\CUCC23-1\GIA\WOODDE-1\Design\WOODLE-1.EC6 g ENERCALC,INC.1983-2016,Build:6.16.4.15,Ver:6.16.4.15 KW-06010683 Licensee:Vicente Franco Description: WOOD LEDGER DESIGN SUMMARY Design • Maximum Ledger Bending Maximum Bolt Bearing Summary Dowel Bearing Strengths Load Combination.. Load Combination... (for specific gravity&bolt diameter) +D+L+H +D+L+H Ledger,Perp to Grain 7,500.0 ksi Moment 55.0 ft-Ib Max.Vertical Load 330.0 lbs Ledger,Parallel to Grain 7,500.0 ksi fb:Actual Stress 43.636 psi Bolt Allow Vertical Load 735.49 lbs Supporting Member,Perp to Grain 3,250.0 ksi Fb:Allowable Stress 1,000.0 psi Supporting Member,Parallel to Grain 6,150.0 ksi Stress Ratio 0.04364 :1 Max.Horizontal Load 0.0 lbs Bolt Allow Horizontal Load 1,229.06 lbs Maximum Ledger Shear Load Combination... Angle of Resultant 90.0 deg +D+L+H Diagonal Component 330.0 lbs Shear 165.0 lbs Allow Diagonal Bolt Force 735.49 lbs fv:Actual Stress 30.0 psi Stress Ratio,Wood @ Bolt 0.4487:1 Fv:Allowable Stress 100.0 psi Stress Ratio 0.30 :1 Allowable Bolt Capacity Note! Refer to NDS Section 11.3 for Bolt Capacity calculation method. Governing Load Combination . . +D+L+H Resutant Load Angle:Theta= 90.0 deg Ktheta = 1.250 Fe theta = 735.49 Bolt Capacity-Load Perpendicular to Grain Bolt Capacity-Load Parallel to Grain Fern 7,500.0 Fes 3,250.0 Fyb 45,000.0 Fern 7,500.0 Fes 6,150.0 Fyb 45,000.0 Re 2.308 Rt 2.0 Re 1.220 Rt 2.0 k1 1.301 k2 1.619 k3 0.9012 k1 0.7902 k2 1.142 1<3 1.049 Im :Eq 11.3-1 Rd= 5.0 Z= 0.0 lbs Im :Eq 11.3-1 Rd= 4.0 Z= 0.0 lbs Is :Eq 11.3-2 Rd= 5.0 Z= 1,218.75 lbs Is :Eq 11.3-2 Rd= 4.0 Z= 2,882.81 lbs II :Eq 11.3-3 Rd= 4.50 Z= 1,761.59 lbs II :Eq 11.3-3 Rd= 3.60 Z= 2,531.26 lbs Illm:Eq 11.3-4 Rd= 4.0 Z= 2,027.20 lbs Illm:Eq 11.3-4 Rd= 3.20 Z= 2,918.67 lbs Ills :Eq 11.3-5 Rd= 4.0 Z= 735.49 lbs Ills :Eq 11.3-5 Rd= 3.20 Z= 1,432.03 lbs IV :Eq 11.3-6 Rd= 4.0 Z= 805.43 lbs IV :Eq 11.3-6 Rd= 3.20 Z= 1,229.06 lbs Zmin:Basic Design Value = 735.49 lbs Zmin:Basic Design Value = 1,229.06 lbs Reference design value-Perpendicular to Grain : Reference design value-Parallel to Grain ZCM'CD'Ct'Cg'Cdelta = 735.49 lbs Z'CM*CD'Ct'Cg`Cdelta = 1,229.06 Ibs • •• • • • • ••• • • • • • • • • • • • •• • • • • • •• • • •• • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHECK CONNECTIONS Wind load WL:= 32• psf Gravity load TL:= 55 • psf Governs Check Connection Joist to Beam Gravity reaction R TL• 5.75 • ft• 1.33 • ft =210 lbf 9 2 Uplift reaction R WL- 5.75 • ft- 1.33 • ft 122 Ibf RU 2 Use Connector by NU-VUE NVUH26 w/ (10) 10d to Header& (6) 10d to joist Capacity: Gravity = 2233 Ibf, Uplift = 1213 Ibf. N.A.O. No. 15-0507.01. Expire July 30, 2020 Check Connection Beam & Post Use (2) Through Bolt 1/2" at Wood Post Maximum reaction R :_ (2) • Rg• 5 = 1052• ]bf 2 Through boltw capacity, two bolts, double 0eai& .• • •• • • • • ••• • Z2 := (2) • (2) • 400 • Ibf = 1600• IV YY• .•: '•: •Y• ; ••• Actual is less than capacity. This is safe ••• • ••• • . . . • . . • . . • .. . . • • . .. • • . • . . . • . . • • ••• • • • ••• • • 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 LL z Job Address Q z Contractor No( ) g.C z Folio 000 Last four 4 digits o ua' ier No. W -3 �- G `l - ( CJ �- � 1 0 Lot Block Contractor Name Qualifier me Z zo O Subdivision PBpg vz Ad ss Metes and bounds City � Yt/It State i [ ] New Construction on [ ] Demolish �F Vacant Land [ ] Shell Only Current use of property W w [ ] Alteration Interior [ ] Addition Attached W W[ ] Alteration Exterior [ ] Addition Detached Description of Work y: [ ] Relocation of Structure [ ] Re-Roof ~a [ ] Enclosure [ ] Foundation Only [ ] Repair [ ] Tent Sq. Ft. Units Floors [ ] Repair Due to Fire Value of Work 16� MBLD' 0�, u) [ ] Chg. Contractor W OwneUj V [ ] MELEory a [ ] Re-Issue a Addr s N [ ] Re-Stamp z City 1G� State Zip C [ ] MPLU w [ ] MLPG > [ ] Revision w Phone --`nAS- -q a [ ] MMEC w [ ] Not Applicable for 3 Last four(4)digits of [ ] cc 0 FIRE Fire Owner's Social Security No. z Name "�' � Owner z a Add s /�1 l�->J v.�i G� w w Address 00. ¢ City wli�� State Lip ) 0 City State Zip UCCCW E Phone `7(J \ a Phone J zI am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible. There is a minimum charge of a 5^¢ one-hour.Please contact the Fire Department for current rate. vain N LLw w 1 st Request: Date: Rcc aw 2nd Request: Date: Er 31 Request: Date: z l am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. aAdditional review fees may apply. z� 03 1st Request: Date: PW cL 0 W 2nd Request: Date: a13C W 3rd Request: Date: CL 12301-192 4/16 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 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 MIAMI-DADE MIAi4iI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT Ota REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2,17,1 BO 141)AND CODE ADMINISTRATION DIVISION 1'(1786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wnvwa►nismidade.jov/economy Nu--Vue Industries,Inc. 1-055 I+'„29 Street Hialeah,Florida 33013 SCc)rE: This NOA is being issued under the applicable rules and regulations governing the use of cojr=.traction materials. The documentation submitted has been reviewed and accepted by Miami-Dade C'Ownty RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Slaving Jurisdiction(A-HJ). i his NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control -Section (tri Miami Dade County) and/or the AID (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to pci-form in the accepted maturer, the manufacturer will incur the expense of such testing and the A1-1J may inur.•ediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RLR reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control r Scctioii that this product or material.fails to meet the requirements of the applicable building code. {'liis product is approved as described herein,and has been designed to comply with the Florida Building Cade, including the high Velocity hurricane Zone. r DESCRIPTION: Series NVJH,NVTPIII,NVSO and NVHC Steel Wood Connectors • APPROVAL DOCUMENT: Drawing No.NU-3, titled"NVJII Joist Supports,NVTP&NVTPH Plate Anchors, N V SO 236 Joist Hanger,NVHC 43 &NVHC 4312 Hurricane Clip", s)reets 1 through 3 of 3,dated 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat, P.E.,bearing the N-liami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration elate by the Miarni-Dade County Product Control Section. MISSILE IMPACT RATING: None 1,A E3ELING; F,aclr unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. lZF,NE,WAL of this NOA shall be considered after a renewal application has been filed and there has been no c:han,��,v in the applicable building code negatively affecting the performance of this product. TI+;UAlINATION of this NOA will occur after the expiration date or if there has been a revision or change in dic,materials,use,andlor manufacture of the product or process. Misuse of this NOA as an endorsement of a«y product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ;comply with any section of this NOA shall be cause for termination and removal of NOA. A DV i<RTI!SEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by tine expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be prj)vided ;ie:usc a by4 he Taanufacturer or its distributors and shall be available for inspection at the jc?4 site q Ole.r jujsj4the•Aui[ding Official. This NOA renews NOA 4 12-0130.34 and consists ofTRis pati I Hd etiddhee Mes E-1 and F-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carjlos M-Wtrerat P.I'P •• •• NOA No. 15-0507.02 •e•tIANEI•UAt)E ••• •*Expiration Date:Judy 30,201.0 r'OtJNTY A11 ?° �, r05 Approval nate:July 30,2015 j . . Page I . . . . . . . . .. ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . flu-Vyto Industries,Inc. NOTICE.OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING'S I. Drawing No.NU-3, titled"NVJH Joist Supports, NVTP &NVTPH Plate Anchors, NVSO 236 Joist Hanger,NVHC 43 &NVIiC 43/2 Hurricane Clip", sheets 1 through 3 of 3,dated 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by V ipia N. Tolat,P.E. '#'ESTS '`S'ubirtitted under NOA # 03-0730.0.3" 'hest reports on wood connectors per ASTM 1)1761 by Product Testing,Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. PT# 03-4303 NVTP4 Upward 04/21/03 2. PT# 03-4343 NVTP4H Upward 05/05/03 3. PT# 03-4344 NVTP4 Upward 05/01/03 4. P`I'# 03-4345 NVTP4I4 Upward 05/02/03 5. PT# 034349 NVS0236 Up& Down 05/19/03 6. PT#03-4357 NVS0236 tip&Down 05/20/03 7. PT#03-4358 NVJH24 Up&Down 05/30/03 S. PT# 03-4385 NVJH26 Up &Down 05/30/03 9. PT#03-4386 NVS0236 Up &Down 05/13/03 10. PT#03-4387 NVJH28 Up& Down 05/30/03 C. ('ALCULATIONS `itbruitted under NOA # 05-0516.01" l.. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA #03-0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 th-rough 13 of 13,prepared, signed and sealed by Vipin N. Tolat, P.E. O7 . ... . ... . . Carlos M. Ulrera,P.E. • Yraduet Control Examiner %•• � •• •• ••• : : NOA No. 15-0507.02 •• ••• •a4XplMatlon pate: July 30,2020 Approval Date: July 30,201 E- 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED It. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RFK) 1+1. MA'1'FRIAL CERTIFICATIONS I. None. F" STATEMENT 1, Statement letter of code conformance to 2010 and 5"(2014) edition of the F BC, issued by Vipin N."Tolat, P.E.,dated 04/29/2015, signed and sealed by Vipin N. Tplat, 1'J?. "Submitted under NOA #08-0828.02" 2. Statement letter of code conformance,no financial interest and no change of product, dated 08/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E. .. ... . . . . . .. _—---- Carlos M. Utrera,11.E. • ••• ••• Product Control Examiner • • • • • • • • • • • • • • NOA No. 15-0507.0 .. . . . . . .. . . ••• :• •• ••• •;�xp4 dation Date:July 30,2020 Approval Date:July 30,201 c E-2 . . . . . . . . . • • .. .. . . . •. .. ... . . . ... . . Jr L 0 'S 1Steel �hail ccw)fo�m ASTM A65-,, SS grade 3-', min. geld min,. tensile strength 45 ksi 0,d -r,:n, galvanized c,:iotmg cf G 60 per 18 0 NVJH JD!S-, SUPPORTS Producti1CT e Fasteners G,-" WS 100% 'Jplitt L—d,160% ASTM A653, jo'st 010�ole Socli i Code 0-i"CI)SS Size -'e0ae Header FTaT717 single Joists 0.W. sm;'. S.'�. 0-bt. Header 1 '1005/2011 2. W Size Size Header 2. Allowable loads and fasteners are based on NDS 2x4 NV H24 2-?�4 2.4 24 3 26 2-6 2 6-10d 6-10d !h'4-104.1V 744 744.6 1 I — 3. Des:gn cods ore for S, Fine, specific gravity 0.55. Design loads M 2-2 2.5 for other species shcli be adjusted per NOS 2005/2012, 8 1 10_10d 10-�04 5-10d.1)�" 1240 124Q 821 N V.;H.? 5 3 2 2-2:26 2,B -6 2x8 2-2.8 2,8 4, Allowcble uplift loads have been adjusted for load duration factor 6�'4 3 2212-ZO 2. 114-70d 1h,/-10d.1h' 1736 17 CD of 1,6. Allowable gravity cods have been adjusted for CD values 2 2 2-2 2 2 2 of 1.0, per table 2.3.2 of NOS 2005/2012. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortes in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. Single HeaderDouble Header 1-2X 2-2X 6. Combined load of Uplift, Ll and L2 shall satisfy the following equation. Actual Uplift + Actual L1 + Actual—L2-2 <=1'0 Allow—Allowable Uplift Allowable Ll able L 7. Allowable loads ore based on 1y2" thick wood members unless otherwise noted. • All designs Conform to FOC 2010 and 2014. Joist i V PRODUCT REMWED ***too a oofoo"wob the floirida OW14irq Code 00 A—Pta 42 _. Y4" VIPIN N.TOLAT,PE(CIVIL) • so ••••• FL,REG.#12847 By 15123 LANTER CRUX LANE• 000 0 • 00*0 HOUSTON,TX 77068 see 6606 0 0 0 0000 H Nu-Vue idw...Ie. ID53-1059 Fast 29 Street NVJH 26 as shown Maleah,PWda 33013 N 24 & 28 Phone:(305)694-0397 similar but with PAX:(305)694-0398 5 different holes, NVJH JOIST SUPPORTS L--j Y DWG#:� Sheet: I Date: NU-3 10(3 AMI 15.2015 . ' . . , i 41sees 6 coos BOLT HOLES I/2" DIA. -�1-21�Wntl � .'Cu e INV H C .1_v NIVIH R P FASTENERS DES;GN LCADS(LBS' PRODUCT DESCRIPTION CODE HEADER JOIST UPUFT LI L2 NVHC 43 Hurrlcone Clip Iffide 9-10d 9-10d 687* 407 308 tJVHC 43/2 Hurricane ClIp Widex2 10-10d 10-1�d oa/ Od+917547 432 Notes: For Uplift, use two clips, one on ecch side to comply with section 2321.7 of 1. See General Notes, Sheet 1. the FBC Ya 3Y4" 5/8 oo o �3 3)/2" /4 2 Y4" M. 8" ri 15 •••••e "IC 43/2 NVHC 43 • 0 0 0*UP UPLIFT 1-2X(lY,"Aide) PROD"-T RENEWED 2-2X(3"Wde) UPLIFT .cn0yiN witb ft Fluid. Uon: 2Clips each side R — 0 C'& Aepft� VHW N.TOLAT,PE(CIVIL) FL REG.#12847 VHC43 15123 LANTER CREEK LANE L2 NVHC43 2 HOUSTON,TX 77068 L2 LI LI Nu-Vue .dt,,.,t... 1053-1069 EW 29 street HWeah,FlorMa SM13 (305)694-W97 RAX:(M)694-0 B NVHC 43&NVHC 43/2 HURRICANE CLIP. DWG#:I Sheet- Date: INU-33 I Awn 16 201. SNORES Gr •... ,��.�� Miami shores Village Building Department �LORIDp► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: V1�1� I�^ r .�� DATE: I Lj (Name) V16ontractor ❑ Owner ❑Architect Picked up`2_sets of planr�T other) Address: J1l f 01 �g _ From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: 1GNATU E) PERMIT CLERK INITIAL: RESUBMITTED DATE: 7// q j Z PERMIT CLERK INITIAL: ACERTIFICATE OF LIABILITY INSURANCE DAT )0O/YYYY) sro4/2al2ols 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 NATASHA L ALVAREZ,LLC CONTACT NATASHA L ALVAREZ PHONE 7866416868 8300 W FLAGLER ST SUITE 1146 A/c No Ext): A/c,No LADDRE -MAILss: N.ALVAREZLLC@GMAIL.COM INSURER(S)AFFORDING COVERAGE _ NAIC# MIAMI FL 33144 INSURERA: FWCJUA INSURED DESIGNER PATIO INC INSURER B: 8401 SW 63 COURT INSURERC: MIAMI FL 33143 INSURER D: FEIN:474435345 INSURER E; --- INSURER F: COVERAGES CERTIFICATE NUMBER:1607220024 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 DL BR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP MM/DD/VYYY) (MMIDDNYYYl LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMA PREMISES(Ea occurrence) $ CLAIMS-MADE F—I OCCUR MED EXP(Any one person) i S PERSONAL&ADV INJURY g GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PEo LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident g ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS I AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident g $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ I DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN X TORY LIMIT �R A ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ 7D776604 7/29!2016 12/29/2016 E.L.EACH ACCIDENT $ 100,000.00 OFFICEIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100,000.00 If yes,descr be under PENDING CA GELATION FRATIONS below E.L.DISEASE-POLICY LIMIT 5 500,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE�� Phone Number: (305)795-2207 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD r.. FW UA FLORIDA WORKERS'COMPENSATION JOINT UNDERWRITING ASSOCIATION,INC. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER: (GFR13UB-7D77660-4-16) INSURER: FLORIDA W.C. JUA INSURED'S NAME : DESIGNER PATIO, INC PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 FEIN 474435345 ENTITY CD 001 DESIGNER PATIO, INC 2964 AVIATION AVENUE 2ND FLOOR COCONUT GROVE , FL 33133 SIC CODE : 1521 NAICS: 236115 CARPENTRY - CONSTRUCTION OF DETACHED ONE- OR TWO-FAMILY DWELLINGS 5645 25000 16.92 4230 o ----------------------------------------------------------------------------------- r r� r�- m= EXPERIENCE MODIFICATION: NONE MODIFIED PREMIUM $ NONE TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 4230 EXPENSE CONSTANT(0900) 200 °— 0.0200 TERRORISM (9740) 5 TIER 2 SURCHARGE 887 FWCJUA FLAT FEE(9601 ) 475 FWCJUA MANDATORY DEPOSIT NONE TOTAL ESTIMATED PREMIUM 5797 DEPOSIT AMOUNT DUE 5797 DATE OF ISSUE: 04-11 -16 PT ST ASSIGN: FL Page 1 of 1